Anganwadi Manual

Manual on constructing Anganwadies converging Mahatma Gandhi NREGA, Social Justice Dept and Panchayat funds

Mahatma Gandhi NREGA State Mission, Kerala Rural Development Department

Contents 1 2 3 4 5

Introduction Mahatma Gandhi NREGA Construction of Anganwadies in convergence with Mahatma Gandhi NREGA Roadmap for taking up construction of Anganwadies in a district Annexures

3 6 10 14 16

Annexure I Estimate report for the construction of Anganwadi for thottassery GPt. Datas based on LMR for Pathanamthitta- thiruvalla geographic region Detailed estimate including all the items for the construction( MGNREGA & Panchayath fund) Appendix A- MGNREGA & Appendix - B - Panchayath fund. Abstract of the estimate List of materials required under MGNREGA part. Site plan, building drawing - plan, section, elevation Photos of the proposed site.

17 18 20 41 47 50 53

Annexure II Estimate report of Mathilakam block for CCB Datas of mathilakom Block Detailed estimate of mathilakom Block Photos of Mathilakom Site Revised estimate report for CCB of size 30 x 20 x 15 cm adopted by tottappuzhasserry Datas of the revised etimate for Thottapuzhasserry Detailed estimate for producing CCB of size 30 x 20 x 15 Page 2 of 65

54 55 56 57 58 59 60

cm in Tottappuzhasserry Material list aopted by Tottappuzhasserry

61

1.Introduction Children in the age group 0-6 years constitute around 158 million of the population of India (2011 census). These Children are the future human resource of the country. Ministry of Women and Child Development is implementing various schemes for welfare, development and protection of children Launched on 2nd October, 1975, the Integrated Child Development Services (ICDS) Scheme is one of the flagship programmes of the Government of India and represents one of the world’s largest and unique programmes for early childhood care and development. It is the foremost symbol of country’s commitment to its children and nursing mothers, as a response to the challenge of providing pre-school non-formal education on one hand and breaking the vicious cycle of malnutrition, morbidity, reduced learning capacity and mortality on the other. The beneficiaries under the Scheme are children in the age group of 0-6 years, pregnant women and lactating mothers. The objectives of the Scheme are To improve the nutritional and health status of children in the age-group 0-6 years To lay the foundation for proper psychological, physical and social development of the child To reduce the incidence of mortality, morbidity, malnutrition and school dropout To achieve effective co-ordination of policy and implementation amongst the various departments to promote child development To enhance the capability of the mother to look after the normal health and nutritional needs of the child through proper nutrition and health education The ICDS Scheme offers a package of six services, such as Page 3 of 65

1. 2. 3. 4. 5. 6.

Supplementary Nutrition Preschool non formal education Nutrition & Health education Immunisation Health Check up Referral Services

Government of India is committed to repositioning the Anganwadi Centers (AWC) as a “vibrant ECD centre” to become the first village outpost for health, nutrition and early learning. Towards this end, several steps have been taken for improvement and strengthening of ICDS scheme covering programmatic, management and institutional areas. Whereas intensive efforts are being made for improving the service delivery at the Anganwadi centers, an estimated 4 lakh AWCs in the country have no building to locate their activities. There is therefore an urgent need to take up construction of buildings for these AWCs. For better governance in the delivery of the Scheme, convergence is, therefore, one of the key features of the ICDS Scheme. This convergence is in-built in the Scheme which provides a platform in the form of Anganwadi Centres for providing all services under the Scheme Till Restructured ICDS was approved in 12th Plan, ICDS Scheme did not have provision for construction of AWC buildings except in the North Eastern (NE) states. As part of Strengthening and Restructuring of ICDS Scheme, Government of India has approved provision for construction of 2 lakh AWC buildings @ Rs. 4.50 lakh per AWC building during the XII Plan period in a phased manner with cost sharing ratio of 75:25 between Centre and States other than the NE States, where it will be at the existing ratio of 90:10. All States have been requested to tap the funds for construction of AWC buildings from various Schemes such as MPLADs, MLALADs, RIDF, PRIs, Mahatma Gandhi NREGA, Tribal Affairs, Multi sect oral Development Programmes of Ministry of Minority Affairs, Finance Commission, Additional Central assistance under State Plan ICDS in the State Page 4 of 65

As on March, 2015, 258 ICDS projects and 33,114 Anganwadi centres are operational across the State, covering 10.14 lakh beneficiaries under supplementary nutrition and 4.44 lakh children in the age group 3-6 years under pre-school education. Though nutrition is provided generally through Anganwadi centres, most of these centres are operating with lack of infrastructural facilities. As per the information available, about 46 percent AWCs are functioning in rented buildings and temporary sheds. 43 percent AWCs are having drinking water facilities and 17 percent AWCs have child friendly toilet facilities. Basic infrastructure facilities and availability of play materials need to be improved in these centres for better contribution to the physical and mental development of children.

Page 5 of 65

2. Mahatma Gandhi NREGA

The Mahatma Gandhi National Rural Employment Guarantee Act, 2005 (Mahatma Gandhi NREGA) was notified on September 7, 2005 mandating to provide at least 100 days of guaranteed wage employment in a financial year to every rural household whose adult members volunteer to do unskilled manual work. The Goals of Mahatma Gandhi NREGA are 1. Social protection for the most vulnerable people living in rural India by providing employment opportunities 2. Livelihood security for the poor through creation of durable assets, improved water security, soil conservation and higher land productivity Drought-proofing and flood management in rural India 3. Empowerment of the socially disadvantaged, especially women, Scheduled Castes (SCs) and Schedules Tribes (STs), through the processes of a rights-based legislation 4. Strengthening decentralised, participatory planning through convergence of various anti-poverty and livelihoods initiatives 5. Deepening democracy at the grass-roots by strengthening Panchayati Raj Institutions 6. Effecting greater transparency and accountability in governance Thus, Mahatma Gandhi NREGA is a powerful instrument for ensuring inclusive growth in rural India through its impact on social protection, livelihood security and democratic empowerment. The Act was notified in 200 districts including Wayanad and Palakkad in Kerala in the first phase with effect from February 2nd 2006. Subsequently, it was extended to an additional 130 districts including Idukki and Kasargod Districts of Kerala in the financial year 2007-2008). The remaining districts have been notified under Mahatma Gandhi NREGA with effect from April 1, 2008. Thus, the Mahatma Gandhi NREGA covers the Page 6 of 65

entire country with the exception of districts that have a hundred percent urban population. Unlike the erstwhile rural employment schemes implemented in the country, the Mahatma Gandhi NREGA is unique in various aspects such as a. The Mahatma Gandhi NREGA has given rise to the largest employment programme in human history and is unlike any other wage employment programme in its scale, architecture and thrust. Its bottom-up, people centred, demand-driven, self-selecting, rights-based design is distinct and unprecedented. b. The Mahatma Gandhi NREGA provides a legal guarantee for wage employment. c. It is a demand-driven programme where provision of work is triggered by the demand for work by wage-seekers. d. There are legal provisions for allowances and compensation both in cases of failure to provide work on demand and delays in payment of wages for work undertaken. e. The Mahatma Gandhi NREGA overcomes problems of targeting through its selftargeting mechanism of beneficiary selection, that is, a large percentage of poorest of the poor and marginalized seek employment under the Scheme. f. The Act incentivises States to provide employment, as 100 per cent of the unskilled labour cost and 75% of the material cost of the programme is borne by the Centre. g. Unlike the earlier wage employment programmes that were allocation-based, Mahatma Gandhi NREGA is demand driven and resource transfer from Centre to States is based on the demand for employment in each State. This provides an additional incentive for States to leverage the Act to meet the employment needs of the poor. h. Women empowerment is an important objective of Mahatma Gandhi NREGA. A minimum 1/3rd employment opportunities are legally entitled for women workers. In Kerala, the share of women in the total person days generated is 93% for the last three years. In addition, the demand forecasting and work projection that are the two pillars of Labour budgeting are initiated in Kerala by the Neighborhood groups of women. Further, 100% of the mates in the implementation of the Scheme are women in Kerala

Page 7 of 65

i. Gram Panchayats (GPs) are to implement at least 50 per cent of the works in terms of cost. This order of devolution of financial resources to GPs is unprecedented. In Kerala, right from inception, 100% of the works are implemented by the Grama Panchayats j. Plans and decisions regarding the nature and choice of works to be undertaken, the order in which each work is to be triggered, site selection etc. are all to be made in open assemblies of the Gram Sabha(GS) and ratified by the GP. k. This bottom-up, people-centered, demand-driven architecture also means that a great share of the responsibility for the success of the Mahatma Gandhi NREGA lies with wage-seekers, GSs and GPs. l. The wages of the workers are directly credited to their individual account by the Panchayats. Workers are free to open their individual accounts with Commercial Banks, Cooperative Banks and Post Offices. Now, the workers having their account with Commercial banks (85%) and Post Offices (6%) are getting their wages through the Electronic Fund Management System eFMS operationalised from the year 2013 14 onwards. Under this system, the Grama Panchayat Secretary and President signs the Fund Transfer Orders generated in the Computer digitally and a centralized nodal bank credit the amount to the workers account m. Mahatma Gandhi NREGA also marks a break from the relief programmes of the past towards an integrated natural resource management and livelihoods generation perspective. n. Social audit is a new feature that is an integral part of Mahatma Gandhi NREGA. Potentially, this creates unprecedented accountability of performance, especially towards immediate stakeholders. Non Negotiable under Mahatma Gandhi NREGA 1. 2. 3. 4.

There shall be no contractors in execution, the work shall be undertaken by the Panchayats, working with job card holders. Only Job Card holders will be employed for the unskilled part of work. Muster Rolls will be maintained on the worksite, with copies in the Gram Panchayat. All data will also be available in public domain and will be entered on

nrega.nic.in 5. Wage payments will be done through banks/post office accounts Page 8 of 65

6. Only eco-friendly building technologies that reduce the use of steel and cement, while constructing pucca buildings shall be used. 7. Transparency and pro-active disclosures related to procurement of material/use of funds. 8. Social Audit

3. Construction of Anganwadies in convergence with Mahatma Gandhi NREGA

Page 9 of 65

As per Para 4(1) IV (v) of Schedule I of the Mahatma Gandhi NREGA, Construction of Anganwadi centres at the village level is a permissible activity. Government, as per letter No J 11016/11/2012-MGNREGA,IV dated 13.8.2015 and subsequently revised on 17.2.2016 issued detailed Guidelines for construction of Anganwadi Centres under Mahatma Gandhi NREGA in convergence with ICDS scheme of Ministry of Women and Child Development, Ministry of Panchayats and Ministry of Rural Development jointly signed by Secretaries of the concerned Ministries. The following are the objectives of this convergence; 1. To ensure that every AWC in the Blocks covered under MGNREGA is provided with own building. 2. To serve the objectives of pre-school, nutrition centre, semi-formal public health unit, community centre located in the heart of settlements. 3. To support generation of human and social capital at the micro level 4. To create durable assets in rural areas and improve the infrastructure at village level 5. To provide creche facility to MGNREGA works. 6. To enhance community participation 7. To strengthen the role of Gram Panchayats in implementation of ICDS The salient features of the Convergence Guidelines are as follows: a. The selection of location will be done by Grama Panchayats. This will be consolidated at the PO Level by CDPO and sent to the DPC. b. The district proposals shall be consolidated at the State level and the same after veriication shall be sent to Ministry for Women and child Development. c. The Anganwadi Centres (AWC) should be child friendly with all relevant infrastructures, separate sitting room for children/women, separate kitchen, store for storing food items, child friendly toilets and space for children to play (Indoor and Outdoor activities) d. The space should be at least 600 Sq. Ft

Page 10 of 65

e. Local design variation depending on the geo climatic conditions and construction materials will also follow instructions/Guidelines of Ministry of Women and Child Development, Government of India f. AWCs of bigger dimensions can be constructed by a GP if it desires; however, payment from Mahatma Gandhi NREGA will be restricted to Rs. 5 Lakh g. The Grama Panchayat where the AWC is constructed will be responsible for future maintenance of the Centre h. An electronic estimate module will be available in the NREGASoft formulated with standard estimate, design and specifications. (This activity can be done at the State level jointly by the Engineers of Mahatma Gandhi NREGA and Social Justice Department. The standard estimate and design, after finalisation, can be uploaded in the Soft through the Central Administrator in the MoRD) i. The project implementing agency may be decided by the State Government. (In the State the concerned GP is the PIA) j. The building material required for the building can be produced on the site as a part of the estimate. k. The work should be completed within 11 months from the date of start l. Under Mahatma Gandhi NREGA, expenditure up to Rs. 5 Lakh is permissible. Beyond this, the expenditure shall be borne from the ICDS Rs (2 Lakh) scheme of the Ministry of Women and Child Development, Government of India including finishing of the building, consisting of flooring, painting, plumbing, electrification and wood work etc as a separate work m. In addition to the Mahatma Gandhi NREGA and ICDS scheme of the Ministry of Women and Child Development, funds from State Finance Commission, Scheduled Castes Sub Plan (SCSP), TSP, 14 th finance Commission (For water supply and sanitation) or any other suitable scheme can be used n. The AWC building taken up for construction shall be model using eco friendly materials keeping in view the durability o. Use of cement, steel and sand in construction shall be considerably reduced through

Page 11 of 65

i.

Use of local material, local practices for stub foundations or arch foundations with suitable design and specifications to address the needs of

ii.

the relevant seismic zones Avoiding the use of concrete columns and beams wherever the span of construction is less than 6 meters in a single storied structure (or 4 meters in case of more than 2 floors) by using alternative technologies, wherever

the soil permits. iii. Using of rat trap bond in all walling works iv. Avoid cement plastering in both sides of the wall v. Use of filler slabs using tiles or local material to avoid concrete vi. Using stone/ferro cement sunshades vii. Replace windows with honeycomb structures viii. Use of local material for doors, window frame and flooring ix. Use of mud based technology p. Suitable building materials shall be selected for each building such as below and produced at the site of construction (using the MGNREGA workers) such that the labour component in the building shall be maximized; i) Mud blocks ii) Stone and renewable wood (e.g casuarinas) iii) Compressed and stabilized earth blocks (after due treatment and curing) iv) Bamboo material v) Fal-G bricks using the fly ash vi) Filler blocks vii) Micro concrete roofing viii) Funicular roofing, etc. q. Suitable building material shall be selected for each building and produced at the site for construction using workers of Mahatma Gandhi NREGA so that Unskilled component can be maximised r. All AWCs taken up for construction under Mahatma Gandhi NREGA will be subject to Social Audit s. Maintenance of the Anganwadi shall be taken up with the Panchayat funds in future In order to take up construction of Anganwadi centres in convergence with Mahatma Gandhi NREGA, Additional Chief Secretary (Finance), Government of Kerala convened Page 12 of 65

a meeting of concerned Secretaries and Directors in his chamber on 15 th of December 2015 and decided in principle the following cardinal points.  Decided to request District Collector who is also the Mahatma Gandhi NREGA DPC to pilot construction of Anganwadies in rural areas through convergence with Mahatma Gandhi NREGA.  Activities to be taken up under Mahatma Gandhi NREGA should include production of building materials  The supervision of the entire work can be done by the concerned LSGD Engineer with the support of the accredited Engineer/Overseer in supervising the Mahatma Gandhi NREGA part  The construction of Anganwadies in Pathanamthitta district will start as a pilot with the Mahatma Gandhi NREGA part and funds from the Social Justice part budget will be placed subsequently Thereafter, Government issued Orders for the implementation of Anganwadies construction in convergence with Mahatma Gandhi NREGA as per GO (Rt) No 118/2016/LSGD Dated 12.1.2016.

4. Roadmap for taking up construction of Anganwadies in a district

1. First round of meeting by the DPC & District Collector. The GP/BP/District Panchayat Presidents, GP/BP/DP Secretaries/ICDS Officials, District Social welfare Officer, JPC, DPO and Executive Engineer LSGD shall be the participants 2. Three to four days after the district level meeting, the Block level meetings should be convened. The BP President, GP Presidents, Welfare/Development Standing Committee Chairpersons of the BP/GP, BP Secretary, GP Secretaries, ICDS PO, ICDS Supervisors, A.Ex E LSGD, LSGD AEs of Gram/Block and Accredited Engineer of Block shall attend the meeting 3. The Grama Panchayat, after the block level meeting , call a meeting to take stock of the needs at the GP level and action to be taken. Page 13 of 65

4. Concerned GPs identifying sites/persuading authorities to transfer revenue land to Social Justice Department 5. Site inspection and taking photograph of the site 6. Capacitating Engineers/Overseers of the LSGD/Mahatma Gandhi NREGA on construction of Anganwadies. The activities (Specs) in the model estimate now enclosed in this manual (Annexure I)will be verified by the Engineers/Overseers in the district and equip themselves to prepare the detailed Estimate, Estimate abstract, Estimate Report, Plan & Sketch, Data, Material list and Site location. The trainees will also learn the module on production of building materials (This item can be taken after estimate preparation is over) Annexure II .The State level Engineers team will be the Resource Persons. The estimate should have two parts. Part A consisting of those activities that are taken up by Mahatma Gandhi NREGA and Part B using the funds of Panchayats/Social Justice Department 7. Preparation of detailed estimate 8. Detailed Estimate with all other documents will get technical approval from the LSGD Engineer 9. Thereafter, the proposal in full shall be handed over to DPC through BPO. The proposal shall contain 1. 2. 3. 4.

Estimate Report Detailed Estimate Estimate abstract Photo of the site

5. 6. 7. 8.

Material list Data Site Map Sketch

10. DPC after verification shall hand over the entire proposals to Mahatma Gandhi NREGA State Mission 11. The State Mission after scrutiny will submit the proposals it received to Director Social Justice for getting AS 12. On intimation from Social Justice that the AS is accorded for the work, steps may be taken to include the work in the shelf of projects if the same is not included. The work for production of building materials/other materials should also be included in the shelf of project. 13. The works having AS shall be placed before the concerned A Ex E for getting TS

Page 14 of 65

14. Simultaneously, the works (both Anganwadi and production of building materials) may be pulled into SECURE (Estimate preparing Soft) from the MGNREGASoft via web services for according AS/TS in the Mahatma Gandhi NREGA Part. 15. After getting the AS/TS, the work may be pushed to MGNREGASoft for further steps via web services 16. On completion of the pre implementation formalities successfully, the implementation may be commenced 17. The photographs of work in each stage of completion shall be taken and uploaded in MIS 18. On completion of the Mahatma Gandhi NREGA part, the building may be handed over to the Authorised officer of Social Justice Department for completing the work as per the B Part of the estimate 19. Display board shall be erected stating that this is a convergent project

Annexures 1. Anganwadi Construction 2. Brick Making

Page 15 of 65

Annexure I A

Construction of Anganwadi Building Estimate Report

This estimate is for the construction of Anganwadi Building in ward no …1. Thottappuzhasserry Grama Panchayat, Koipuram Block . In this estimate provision is made for a Class room, Kitchen , Store , Sitout, 2 toilets including Baby friendly also. Necessary provisions are made in the estimate and are the minimum requirements to complete the building.

The works undertaken under MGNREGA-

Earthwork excavation for building foundation, cement concrete 1:4:8 for bottom layer of the foundation , rough stone masonry for foundation , random rubble masonry for basement, plinth beam, solid block masonry for walls , roof slab excluding door, window & ventilator frames. The cement concrete blocks used for this anganwadi building is also being moulded under Mahatma Gandhi NREGS as a different project.. The total estimated

amount comes to 1122000/-lakhs (Eleven lakh and twenty two thousand Page 16 of 65

only) .As per Mahatma Gandhi NREGS guildlines No.J-11016/11/2012-MGNREGA, IV, dated December 14, 2015 maximum permissible amount sanctioned for the construction of anganwadi is Rs. 5 Lakhs ie given in Appendix A and is implemented by Grama panchayat Secretary as direct excecution through Mahatma Gandhi NREGS Scheme . The rate is as per the CPWD SoR & local market rates. The IInd PART Appendix B under taken is 650000/- project for the completion of this Anganwadi. After the completion of MGNREGA part only then the 2nd part is undertaken.

Annexure I B

Construction of Anganwadi Building Rate Analysis

1

Specificat ion Code: 2.32 Code

Description

Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. Details of cost for 100 sqm LABOUR: 114 Beldar 115 Coolie 9999 Sundries

Page 17 of 65

Unit

Quant ity

Rate

Day 0.6 Day 0.25 L.S 1.82 Cost of 100.0 Cost of 1

229 229 0 sqm sqm Say

Amount

137.4 57.25 0 194.65 194.65 1.95

1.95/-

2

Specific ation Code: 80.7 Code

Description

Unit

Quant ity

Rate

Amount

Earthwork in excavation by manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5m disposed earth to be levelled and neatly dressed. All kinds of soil Details of cost of 10 m3 Machine average output 30m3/ hour Average output per day 30x 7 = 210 m3 Output of machine 0.041/day = 0.041 x 210 = 8.61 m3 4.22 man = 10m3( as per SoR 50% ordinary soil and 50% hard soil) 1 man = 10/4.22 =2.37 m3 114 Beldar 128 Mate 115 Coolie

Specification Code: 4.1.8 3 4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded Page 18 of 65

Day Day Day

3.63 0.4 2 Cost of 10.0 Cost of 1

229 229 229 cum cum Say

831.27 91.6 458 1380.87 1380.87 138.09 138.09/-

stone aggregate 40 nominal size) Code

295

Details of cost for 1 cum MATERIAL: Stone Aggregate(single size): 40 mm nominal size nominal size$(0.70 cum -7.5% for voids i.e. 0.05 =0.65 cum) Stone Aggregate(single size):20 mm nominal size nominal size

2202

Stone aggregate 40 mm nominal size and above

293

2202 982 2203 367 2209 155 114 101 2 12

4

Description

Stone aggregate below 40 mm nominal size Coarse sand (zone III) Coarse sand Portland Cement Cement LABOUR: Mason (average) Beldar Bhisti Hire charges of Concrete Mixer 0.25 to 0.40 cum with Hopper Vibrator (Needle type 40 mm) 9999 Sundries

50.7.1.1

Specification Code:50.7.1.1.

Page 19 of 65

Unit

Quant ity

Rate

Amount

cum

0.65

1490

968.5

cum

0.24

1610

386.4

cum

0.65

0

0

cum cum cum tonne tonne Day Day Day

0.24 0.47 0.47 0.17 0.17 0.1 1.63 0.7

0 4300 0 7870 0 870 229 750

0 2021 0 1337.9 0 87 373.27 525

Day

0.07

0

0

0.07 0 13.52 0 Cost of 1 cum Say

0 0 5699.07 5699.07 5699.07

Day L.S

Dry rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 ( 1 cement : 6 coarse sand: 12 graded stone aggregate 20 mm nominal size) including cost of through stone and bond stone.

1157 1154 2215

Details of cost for one cum. Stone for masonry work Through and bond stone size 24 x 24 x 39cm Soling stone & masonry stone

cum

1.05

1200

1260

50 nos

7

1720

240.8

cum

1.21

0

0

Day Day Day Day L.S L.S

1.07 720 1.07 229 0.71 229 0.09 750 45.76 0 4.42 0 Cost of 1 cum Say

770.4 245.03 162.59 67.5 0 0 2746.32 2746.32 2746.32 /-

Mason (for plain stone work) 2nd class 114 Beldar 115 Coolie 101 Bhisti 9999 Sundries 9999 Sundries 125

Specificati on Code:3.11 Cement mortar 1:6 (1 cement : 6 coarse sand). Description 5

code 367 2209 982

2203 114 101 9999 9999

Portland Cement Cement Coarse sand (zone III)

Unit tonne tonne cum

Quanti ty 0.25 0.25 1.07

Rate 7870 0 4300

Amount 1967.5 0 4601

cum Day Day

1.07 0.75 0.07

0 229 750

0 171.75 52.5

L.S L.S

26.91 13.52

0 0

0 0

Coarse sand LABOUR:$For measuring, carrying, depositing and mixing Beldar Bhisti Sundries Hire and running charges of mechanical mixer Sundries Page 20 of 65

Cost of 1 cum Say

6792.75 6792.75 6792.75/ -

Specification Code: 7.1.1 6 7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) Code

Description

2215

Details of cost for 1 cum MATERIAL Stone for masonry work Through and bond stone size 24 x 24 x 39cm CARRIAGE:

125

Cement mortar 1:6 (1 cement : 6 Coarse sand)

1157 1154

Unit

Quanti ty

Rate

Amount

cum

1

1200

1200

50 nos

7

1720

240.8

cum

0.33

6792. 75

2241.607 5

Day Day Day Day

1.07 1.07 0.71 0.09

720 229 229 750

770.4 245.03 162.59 67.5

L.S L.S

45.76 4.42

0 0

0 0 4927.927 5 4927.92 4927.92

Mason (for plain stone work) 2nd class Beldar Coolie Bhisti Sundries Cement concrete 9999 1:6:12 TOTAL Sundries 114 115 101 9999

Cost of 1 cum Say Cement solid block masonry with cm 1:6 using best quality solid blocks of size 30x20x15 cm Page 21 of 65

7

including cost and conveyance etc. complete above plinth level upto floor V level Details of cost for 1 cum

Material MR Solid block 982 coarse sand 367 Portland cement

each m3 tonne

LABOUR: 124 mason 2nd class 115 coolie

nos nos

103 0.16 0.038

0 4300 7870

0 688 299.06

1.2 1.02

750 229

900 233.58

Total Say

2120.64 2120.64

Specification Code: 5.3 Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

8

Details of cost for 1 cum. MATERIAL: Stone Aggregate(single size):20 295 mm nominal size

cum

0.67

1610

1078.7

Stone Aggregate(single size): 10 297 mm nominal size

cum

0.22

1630

358.6

cum cum cum tonne tonne Day

0.89 0.445 0.445 0.32 0.32 0.24

0 4300 0 7870 0 870

0 1913.5 0 2518.4 0 208.8

2202 982 2203 367 2209 155

Stone aggregate below 40 mm nominal size Coarse sand (zone III) Coarse sand Portland Cement (0.2225 cum) Cement $LABOUR: Mason (average) Page 22 of 65

114 Beldar 101 Bhisti

Day Day

2.75 0.9

229 750

629.75 675

Hire charges of Concrete Mixer 2 0.25 to 0.40 cum with Hopper 12 Vibrator (Needle type 40 mm)

Day Day

0.08 0.08

2400 500

192 40

Sundries Extra labour for lifting material upto floor $V level: 9999 $Coolie (2.5x0.75) 115 Coolie

L.S Day

14.3 0 1.88 229 Cost of 1 cum Say

0 430.52 8045.27 8045.27 8045.27/ -

Specification Code: 5.1.3 9

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Description

Code

295 297 2202 982 2203 367 2209 155 114 101 2 12

Details of cost for 1 cum MATERIAL Stone Aggregate(single size):20 mm nominal size Stone Aggregate(single size): 10 mm nominal size Stone aggregate below 40 mm nominal size Coarse sand (zone III) Coarse sand Portland Cement (0.2225 of cement) Cement Mason (average) Beldar Bhisti Hire charges of Concrete Mixer 0.25 to 0.40 cum with Hopper Vibrator (Needle type 40 mm) Page 23 of 65

Unit

Quant ity

Rate

Amount

cum

0.67

1610

1078.7

cum

0.22

1630

358.6

cum cum cum

0.89 0.445 0.445

0 4300 0

0 1913.5 0

tonne tonne Day Day Day

0.32 0.32 0.17 2 0.9

7870 0 870 229 750

2518.4 0 147.9 458 675

Day

0.07

2400

168

Day

0.07

500

35

9999 Sundries

L.S

14.3 0 Cost of 1 cum Say

0 7353.1 7353.1 7353.10/ -

Specification Code:OD

10

Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3(1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). Modified 5.3 & 5.1.2 Details of cost for 1 cum. MATERIAL: Stone Aggregate(single 295 size):20 mm nominal size Stone Aggregate(single 297 size): 10 mm nominal size Stone aggregate below 40 2202 mm nominal size 982 Coarse sand (zone III) 2203 Coarse sand Portland Cement (0.2225 367 cum) 2209 Cement $LABOUR: 155 Mason (average) 114 Beldar 101 Bhisti Hire charges of Concrete Mixer 0.25 to 0.40 cum with 2 Hopper Vibrator (Needle type 40 12 mm) Sundries Extra labour for lifting material upto floor $V 9999 level:$Coolie (2.5x0.75) 115 Coolie

10 80.37

Specification Code: 80.37 Thermo-Mechanically Page 24 of 65

cum

0.57

1610

917.7

cum

0.28

1630

456.4

cum cum cum

0.89 0.425 0.445

0 4300 0

0 1827.5 0

tonne tonne Day Day Day

0.4 0.32 0.24 2.75 0.9

7870 0 870 229 750

3148 0 208.8 629.75 675

Day

0.08

2400

192

Day

0.08

500

40

14.3 0 1.88 229 Cost of 1 cum Say

0 430.52 8525.67 8525.67 8525.67/ -

L.S Day

Treated bars. Code

Description

Details of cost for 1 quintal. MATERIAL: Deformed twisted steel bars = 1.00 q Add 5% wastage =0.05 Total =1.05q Twisted steel/deformed bars Carriage of steel 1.05/10 = 0.105t$LABOUR:$For straightening, cutting, bending, binding$and 1005 placing in position$ 102 Blacksmith 1st class 114 Beldar

Unit

quin tal Day Day

Quantit y

Rate

Amount

1.05 4850 1 800 1 229 Cost of 1 quintal Say

5092.5 800 229 6121.5 6121.5 6121.50/ -

Specification Code: 5.9.5

11

Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers Details of cost for a beam of 6 m clear span, 0.50 m deep 0.30 m wide and height 3.5 m from floor cubical contents 6.60x0.5x0.3 = 0.99 cum 1x1.30x6.00 = 7.80 sqm MATERIAL: Assuming shuttering will become unserviceable after use of 40 times Add maintenance charges @ 10% of cost of material Less salvage value of material after full use @25% of cost of material

Page 25 of 65

1. Steel plats for side and bottom (plate size 1.20 x 0.50 m) Angle 40x40x5mm 2x1.20 = 2.40 m 3x0.50 = 1.50 m Total 3.90 m @ 3.00 kg/m = 11.70 kg

10.1

sheet 1.6 mm thick 1.20 m x 0.50 m =0.60 sqm 0.60 sqm @ 12.55 kg/sqm. = 7.53 kg.Weight of one plate = 19.23 kg. Add for wastage 5% 0.96 kg. Total = 20.19 kg Total weight of all plates 3x5x20.19 = 302.85 kg Qty taken for cost of using once= 302.85 x 85/40 = 6.4356 kg Rate as per item Number10.1 of SH: Steel Work

kilogra m

6.4356

60

386.136

each

0.1275

1340

170.85

Adjustable telescopic prop 3 m 7343 (2.02-3.75m) 7344 9999 9999 116 114 9999 9999

Beam clamp 300-380 mm (4501070 mm) Sundries Sundries Fitter(grade1) Beldar Sundries Sundries

each set L.S L.S Day Day L.S L.S

0.1063 22.1 78 1.25 2.5 39 24.61 Cost of 7.8 Cost of 1

471 0 0 880 229 0 0 sqm sqm Say

50.07 0 0 1100 572.5 0 0 2279.556 2279.556 292.2507 69 292.25/-

Specification Code: 5.9.3 12

Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform Details of cost for a room 10.1 4.5x3 = 13.50 sqm height 3.5 Page 26 of 65

m MATERIAL: Adding for maintenance @ 10% of cost Taking salvage value after full use of material @ 25% of cost 1. Plates (size 0.75x0.60) Angle 40x40x5 mm 2x0.75 = 1.5 m 2x0.60 = 1.20 m = 2.70 m @ 3.00 kg/m = 8.10 kg sheet 1.6 mm thick 0.75x0.60 = 0.45 sqm 0.45 sqm @ 12.55 kg/sqm = 5.65 kg Weight of one plate = 13.75 kg Add for wastage @ 5% = 0.69 kg Total = 14.44 kg Total weight of all plates = 5x6x14.44= 433.20 kg. Qty taken for cost using once = 433.2x0.85/40 = 9.2055 kg Rate as per item Number10.1 of SH: 10.1 Steel Work Adjustable span ESO+SI (2.357342 3.40) 7343 9999 9999 116 114 9999 9999

kilogra m

9.2055

60

552.33

each

0.1063

2122

225.57

0.1275 1340 22.1 0 130 0 3 880 6 229 78 0 49.7 0 Cost of 13.5 sqm Cost of 1 sqm

170.85 0 0 2640 1374 0 0 4962.75 4962.75 367.6111 11

Adjustable telescopic prop 3 m (2.02-3.75m) Sundries Sundries Fitter(grade1) Beldar Sundries Sundries

each L.S L.S Day Day L.S L.S

Say Page 27 of 65

367.61/Specification Code: 5.9.4) 13

Centering and shuttering including strutting, etc. and removal of form for:Shelves (Cast in situ) Details of cost for a room 4.50x3 = 13.50 sqm, height 3.5 m MATERIAL: Adding for maintenance @ 10% of cost Taking salvage value after full use of material @ 25% of cost 1. Plates (size 0.75 x 0.60) Angle 40x40x5mm 2x0.75 = 1.50 m 2x0.60 = 1.20m 10.1

= 2.70 m @ 3.00 kg/m = 8.1 kg sheet 1.6 mm thick 0.75x0.60 = 0.45 sqm 0.45 sqm @ 12.55 kg/sqm = 5.65 kg Weight of one plate = 13.75 kg Add for wastage @ 5% = 0.69 kg Total = 14.44 kg Total weight of all plate = 5x6x14.44 = 433.20 kg

Qty taken for cost using once = 433.2x0.85/40 = 9.2055 kg Rate as per item Number10.1 of SH: 7342 Steel Work Adjustable span ESO+SI (2.357342 3.40) 7343 9999 9999 116 114 9999 9999

kilogra m

9.2055

60

552.33

each

0.1063

2122

225.5686

0.1275 1340 22.1 0 130 0 3 880 6 229 78 0 49.7 0 Cost of 13.5 sqm

170.85 0 0 2640 1374 0 0 4962.748

Adjustable telescopic prop 3 m (2.02-3.75m) Sundries Sundries Fitter(grade1) Beldar Sundries Sundries Page 28 of 65

each L.S L.S Day Day L.S L.S

Cost of 1 sqm Say

6 4962.75 367.6111 11 367.61/-

Annexure I C

Construction of Anganwadi Building Detailed Estimate

CONSTRUCTION OF AN ANGANVADI BUILDING IN THOTTAPPUZHASSERY GRAMA PANCHAYATH OF PATHANAMTHITTA DISTRICT APPENDIX-A

Spe c Cod e

Sl No

1

2.32

Description

No

L

B

D

Cf

Qua ntity

Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. 1 10 8 80 m2 / m2 m Say 80 @ 1.95 2

Page 29 of 65

Amount

156.00

80.7 2

3

4

4.1. 8

50.7 .1.1

Earthwork in excavation by manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5m disposed earth to be levelled and neatly dressed. 8.77 mainwall around 2 7.83 0.8 0.7 7.31 2 6.53 0.8 0.7 7.06 2 6.3 0.8 0.7 1.77 1 3.16 0.8 0.7 0.84 1 1.5 0.8 0.7 0.81 1 1.44 0.8 0.7 0.21 step 1 1 0.7 0.3 0.25 1 1.2 0.7 0.3 1.80 Compost Pit 1 1.5 1 1.2 Pit for septic tank 7.20 1 3 2 1.2 36.0 2 m3 m3 138.0 m Say 36 @ 9 3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level for foundation 1.25 main wall around 2 7.83 0.8 0.1 0.12 1 1.44 0.8 0.1 0.12 1 1.5 0.8 0.1 0.25 1 3.16 0.8 0.1 1.01 2 6.3 0.8 0.1 1.04 2 6.53 0.8 0.1 3.79 m3 m 3 5699.0 m Say 4 @ 7 3 Dry Rubble masonry for foundation of Building 5.64 2 7.83 0.6 0.6 0.21 1 1 0.7 0.3 0.25 1 1.2 0.7 0.3 0.52 1 1.44 0.6 0.6 0.54 1 1.5 0.6 0.6 1.14 1 3.16 0.6 0.6 4.54 2 6.3 0.6 0.6 4.70 2 6.53 0.6 0.6 17.5 3 m3 Say 18 m 2746.3 m 3 2 3 Page 30 of 65

4971.24

22796.28

49433.76

@

7.1. 1 5

5.1. 3 6

5.3 7

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with for Basement 0.32 basement 1 1.44 0.5 0.45 0.34 1 1.5 0.5 0.45 0.71 1 3.16 0.5 0.45 2.84 2 6.3 0.5 0.45 2.94 2 6.53 0.5 0.45 3.52 2 7.83 0.5 0.45 10.6 7 m3 m3 4927. m Say 11 @ 92 3

54207.12

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) for plinth belt 0.09 1 1.5 0.4 0.15 0.94 2 7.83 0.4 0.15 0.19 1 3.16 0.4 0.15 0.76 2 6.3 0.4 0.15 0.78 2 6.53 0.4 0.15 2.76 m3 m3 7353. m Say 3 @ 1 3

22059.30

Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

Shade

2 2

6.53 7.83

0.2 0.6

0.08 0.08

0.21 0.75

lintel

2

7.8 3

0.2

0.15

0.47

Page 31 of 65

1

6.5 3 6.3 0 3.1 6 1.5 0

beam store shelf

1 1 1

3.46 1.5 0.61

0.2 0.7 0.7

0.3 0.05 0.05

Kitchen shelf

2 1

2.1 1.1

0.7 0.7

0.05 0.05

kitchen slab

2 1 1

2.1 1.1 3.2

0.7 0.7 2.2

0.08 0.08 0.05

"

2

"

2

"

1

Cover slab for septic tank

0.2

0.15

0.39

0.2

0.15

0.38

0.2

0.15

0.09

0.2

0.15

0.05 0.21 0.05 0.02

0.15 0.04 0.24 0.06 0.35 3.46 m3

OD 8

m3 8045. m Say 4 @ 27 3 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) for Roof slab Roof slab

1

Say

9

80.3 7

8.03

6.73

m3 7 @

0.12

6.49

32181.08

m3

8525. m 67 3

59679.69

Thermo-Mechanically Treated bars. Plinth Beam

3

Beam

4

Roof slab Stair etc…

7

80. 00 110 .00 120 .00

kg/m 3 kg/m 3 kg/m 3

240 440 840 1520 kg

5 % of wastage

76 1596 kg Say

16 Qui

Page 32 of 65

6121. /

97944

10

5.9. 5

Qn tal 50 tl Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers Plinth beam 0.45 1 1.5 0.3 4.70 2 7.83 0.3 0.95 1 3.16 0.3 3.78 2 6.3 0.3 3.92 2 6.53 0.3 1.35 lintel 3 1.5 0.3 0.90 5 0.6 0.3 0.81 3 0.9 0.3

3 1 1

beam

Say

11

5.9. 3

1

Say

12

0.63 0.30 2.77 20.5 5 m2

0.3 0.3 0.8

m2 21 @

/ 292.2 m 5 2

6137.25

Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform Roof slab

5.9. 4

0.7 1 3.46

8.27

6.97

m2 58 @

57.6 4 m2 / 367.6 m 1 2

21321.38

Centering and shuttering including strutting, etc. and removal of form for:Shelves (Cast in situ) store shelf Kitchen shelf kitchen slab Cover slab for septic tank

1 2 2 1

Say

1.41 5.73 5.73 3.3

1.06 8.60 8.94 7.59 26.1 8 m2

0.75 0.75 0.78 2.3

m2 27 @

Page 33 of 65

/ 367.6 m 1 2

9925.47

50.6 .2.2 13

Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete 10.9 6 Brick work 2 7.83 0.2 3.5 1

1.44

0.1

3.5

0.50

1

1.5

0.1

3.5

0.53

1

3.16

0.2

3.5

2.21

2

6.53

0.2

3.5

9.14

2

6.3

0.2

3.5

8.82

1

1.44

0.3

0.2

0.09

1

1

0.6

0.2

0.12

1

1.2

0.3

0.2

0.07

1

1.2

0.6

0.2

0.14 32.5 9 m3

door

3

0.9

0.2

2.1

1.13

ventilator

4

0.6

0.2

0.6

0.29

KW

1

1

0.2

1

0.20

door

3

0.7

0.2

2.1

0.88

window

1

1.5

0.2

1.5

0.45

step

deduction

2.95 m3 29.6 3 m3

Net value Say

14

4.1. 8

m3 30 @

/ 2120. m 64 3

63619.20

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level for foundation For flooring Floor

1

6.3 0

Floor

1

1.4 4

Page 34 of 65

3.00 0.90

0. 07 5 0. 07 5

1.42 0.10

1

3.0 0

2.93

1

1.5 0

1.50

1

1.5 0

1.31

1

1.4 4

2.10

1

6.3 0

1.50

0. 07 5 0. 07 5 0. 07 5 0. 07 5 0. 07 5

0.66 0.17 0.15 0.23 0.71 3.43 m3

Say

m3 4 @

/ 5699. m 07 3

22796.28

Sharpening charges TOT AL APPENDIX-B 15 OD

Providing wood work in frames of doors ,windows,clerestory windows and other frams, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length(hold fast lugs or dash fastener shall be paid for seperately.) 0. 2.1 07 Door frame ver 2 2 0 0.10 5 0.06 0. 1.2 07 Door frame hor 1 2 0 0.10 5 0.02 0. 1.5 07 Windows frame ver 4 4 0 0.10 5 0.18 0. 1.7 07 Windows frame hor 2 4 0 0.10 5 0.10 0. 0.4 07 ventilater frame ver 2 1 0 0.10 5 0.01 0. 0.8 07 ventilater frame hor 2 1 0 0.10 5 0.01 Page 35 of 65

4771.95 472000. 00

16 OD

17 OD

18

9.4 8

0.38 / 0.3 7528 m³ Say 8 0.84 m³ @ Providing wood work in frames of doors ,windows,clerestory windows and other frams, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length(hold fast lugs or dash fastener shall be paid for seperately.) 0. 2.1 07 Door frame ver 3 2 0 0.10 5 0.09 0. 1.2 07 Door frame hor 3 1 0 0.10 5 0.03 0. 1.5 07 Windows frame ver 3 4 0 0.10 5 0.14 0. 1.7 07 Windows frame hor 3 2 0 0.10 5 0.08 0. 0.6 07 ventilater frame ver 4 2 0 0.10 5 0.04 0. 0.8 07 ventilater frame hor 4 2 0 0.10 5 0.05 0.42 / 0.4 1266 m³ Say 2 10.40 m³ @ Providing and fixing panelled shutters for doors,including ISI marked M.S pressed butt hinges bright finished of required size with necessary screws excluding wooden panelling etc.complete as per direction of Engineer-incharge.(size of leaf 0.90mx 2.05) 0.9 Door shutter 1 2 0 2.05 3.69 / 3.6 m² 4032. Say 9 15 m² @ Providing and fixing M.S grillof requred pattern for window

m3 28682.00

52796.54

14878.63

180. 00 19 9.1 17. 2

180 kg 182.6 Say .00 @ 5 Providing and fixing factory made UPVC door frame made of UPVC extruded sections having an overall dimension as below with wall thickness 2mm corners of the door frame to be joined with galvanised brackets and stainless steel screws joints mitred and plstic welded -Extruded section profile size 42x50mm Page 36 of 65

32877.00

5.6 16.8 3 0 0 16. m 338.7 Say 80 @ 4 /m 25mm thivk PVC flush door shutters made out of a one piece Multichamber extruded PVC section of the size of 762 x25 mm or less as per requirement with an average wall thickness of 1mm .PVC foem end cap of size 23x10mm are provided on both vertical edges to ensure overall thickness of25mm.M.S.tube having dimensions of 19mmx29mm and 1.0mm is inserted along the hinge side of the door .Core of the door shutter should be filled with high density Polyurethane foam .Stickers incicating the location of the hardware will be posted at appropriate place s 0.7 1 3 0 2.10 4.41 / 4.4 m2 4555. m Say 1 @ 46 2 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. (Top of roof slab) 12 mm cement 8.0 54.0 plaster 1 3 6.73 4 / 55. 378.8 m Say 00 m² 7 2 6 mm cement plaster of mix : 1

20

9.1 18. 3

21

13. 9 13. 9.1

22

13. 16 13. 16. 1

1:3 (1 cement: 3 fine sand)

Ceiling

1

1

Ceiling

1

1

Beam side

2

1

Shade

2

2

Shade

2

2

Stair flyte

1

1

Stair steps

1

21

Landing top

1

2

1

2 21

Landing bottom Stair steps side

½

6.5 4 4.5 7 3.5 4 7.0 0 4.0 0 6.3 0 1.0 0 1.0 0 1.0 0 0.3

Page 37 of 65

3.54 3.54 0.60 1.28 1.28 1.10

23.1 5 16.1 8 4.25 35.8 4 20.4 8

0.48

6.93 10.0 8

1.10

2.20

1.00 0.18

2.00 0.57

5690.83

20089.58

20837.85

0 121. 67 Say 23

13. 4 13. 4.1

121 .67

m²

225.7 1

/ m 2

27463.13

12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) only solid portion only Wall outer

2 2

Wall inside

1 2 1 1 1 1 2

parapet

2

7.8 3 6.5 3 18. 60 0.9 0 12. 00 6.0 0 5.6 2 7.0 8 7.8 3 6.5 3

54.8 1 45.7 1 65.1 0

3.50 3.50 3.50 3.50

6.30 42.0 0 21.0 0 19.6 7 24.7 8 32.8 9 27.4 3 339. 68

3.50 3.50 3.50 3.50 2.10 2.10

Deduction Doors

2

Doors

1

Windows

3

Windows

1

ven.

4

1.0 0 0.7 0 1.5 0 1.0 0 0.6 0

2.10

4.20

2.10

1.47

1.50

6.75

1.00

1.00

0.40

0.96 14.9 1 324. 77

Net Say

325 .00

m²

Page 38 of 65

288.7 1

/ m

93830.75

24

25

13. 9 13. 9.1

13. 16 13. 16. 1

2 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. (Top of roof slab) 12 mm cement 7.0 28.0 plaster 1 0 4.00 0

28. Say 00 6 mm cement plaster of mix :

13. 43 13. 43. 1

240.7 1

6739.88

1:3 (1 cement: 3 fine sand)

Ceiling

1

1

Ceiling

1

1

Beam side

2

1

Shade

2

2

Shade

2

2

Stair flyte

1

1

Stair steps

1

21

Landing top

1

2

Landing bottom

1

2

Stair steps side

26

m²

/ m 2

21

½

6.5 4 4.5 7 3.5 4 7.0 0 4.0 0 6.3 0 1.0 0 1.0 0 1.0 0 0.3 0

3.54 3.54 0.60 1.28 1.28 1.10

23.1 5 16.1 8 4.25 35.8 4 20.4 8

0.48

6.93 10.0 8

1.10

2.20

1.00

2.00

0.18

0.57 121. 67

/ 121 144.4 m Say .67 m² 3 2 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer.

Wall outer

2

Wall inside

2

Ceiling

1

1

22. 00 20. 16 6.5 4

Page 39 of 65

3.50 3.50 3.54

17573.43

154. 00 141. 12 23.1 5

Ceiling

1

1

Beam side

2

1

Shade

2

2

Shade

2

2

Stair flyte

1

1

Stair steps

1

21

Landing top

1

2

Landing bottom

1

2

Stair steps side

½

21

4.5 7 3.5 4 7.0 0 4.0 0 6.3 0 1.0 0 1.0 0 1.0 0 0.3 0

3.54 0.60 1.28 1.28 1.10

16.1 8 4.25 35.8 4 20.4 8

0.48

6.93 10.0 8

1.10

2.20

1.00

2.00

0.18

0.57 416. 79

2.10

4.20

1.50

9.00

2.10

1.68

0.40

0.24 15.1 2 401. 67

Deduction Doors

2

Windows

4 1

vent.

27

13. 46

1

1.0 0 1.5 0 0.8 0 0.6 0

/ 401 m Say .67 m² 60.07 2 Finishing walls with Acrylic Smooth exterior paint of required shade : 27. Wall outer 1 56 3.95 7.0 Shade 2 2 0 1.28 4.0 Shade 2 2 0 1.28 6.3 Stair flyte 1 1 0 1.00

Deduction Page 40 of 65

24128.58 108. 86 35.8 4 20.4 8 6.30 171. 48

28

13. 60 13. 60. 1

Doors

2

Windows

5

1.0 0 1.5 0

2.10 1.50

4.20 11.2 5 15.4 5 156. 03

/ 156 m Say .03 m² 50.81 2 Wall painting with acrylic emulsion interier paint of approved brand and manufacture to give an even shade: Two or more coats on new work.

Wall inside Ceiling

Beam side

20. 16 6.5 4 4.5 7 3.5 4

1 1

1

1

1

2

1

3.50 3.54 3.54

7927.99

70.5 6 23.1 5 16.1 8

0.60

4.25 114. 14

2.10

4.20

1.50

9.00 13.2 0 100. 94

Deduction

29

13. 85. 1

Doors

2

Windows

4

1.0 0 1.5 0

/ 101 134.8 m Say .00 m² 9 2 With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre. 1.0 2. 14.1 Doors 3 0 2.10 25 8 1.5 0. Windows 3 0 1.50 50 3.38 1.0 0. Windows 1 0 1.00 50 0.50 0.6 0. Ventilator 4 0 0.60 50 0.72

Page 41 of 65

13623.89

18.7 7

30

13. 61 13. 61. 1

31 11. 41

11. 41. 2

/ 19. m Say 00 m² 60.49 2 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work.

Doors

3

Windows

3

Windows

1

Ventilator

4

1.0 0 1.5 0 1.0 0 0.6 0

2.10 1.50 1.00 0.60

2. 25 0. 50 0. 50 0. 50

14.1 8 3.38 0.50 0.72 18.7 7

/ 19. 134.8 m Say 00 m² 9 2 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08%and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Floor

1

Floor

1 1 1 1 1 1

6.3 0 1.4 4 3.0 0 1.5 0 1.5 0 1.4 4 6.3 0

Page 42 of 65

1149.31

3.00

18.9 0

0.90

1.30

2.93

8.79

1.50

2.25

1.31

1.97

2.10

3.02

1.50

9.45 45.6 8

2562.91

32 11. 46

11. 46. 2

/ 46. 2048. m Say 00 m² 61 2 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer) with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make in all colours & shade in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), including grouting the joint with white cement &matching pigments etc. complete. Size of Tile 600x600 mm

2 skirting

4 2

Front Steps riser

2

Front Steps side

1

Front Steps side

1

Say

20. 70

6.3 0 3.0 0 2.9 3 0.9 0 6.0 0 5.6 2

m²

0.10

1.26

0.10

1.20

0.10

0.59

0.10

0.18

1.50

9.00

1.50

8.43 20.6 6

1144. 41

94236.06

/ m 2

23689.29

ELECTRIFICATION AND PLUMBING Unforseen TOT AL APPENDIX-A APPENDIX-B Grand Total

156000 5222.35 650000.0 0 472000 650000 1122000

Eleven Lakh and twenty two thousand only

Annexure I D

Construction of Anganwadi Building Page 43 of 65

Estimate Abstract

ABSTRACT FOR THE CONSTRUCTION OF AN ANGANVADI BUILDING IN THOTTAPPUZHASSERY GRAMA PANCHAYATH OF PATHANAMTHITTA DISTRICT Sl N o

Spec Code

Quanti ty

Description

Unit

Rate

Amount

APPENDIX A 1

2.32

2

80.7

3

4.1.8

4

50.7.1 .1

5

7.1.1

Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. Earthwork in excavation by manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5m disposed earth to be levelled and neatly dressed. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level for foundation Dry Rubble masonry for foundation of Building Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level for Basement

80.000

m2

1.95

156.00

36.000

m3

138.09

4971.24

4.000

m3

5699.0 7

22796.28

18.000

m3

2746.3 2

49433.76

11.000

m3

4927.9 2

54207.12

Page 44 of 65

6

5.1.3

7

5.3

8

OD

9

80.37

10

5.9.5

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) for plinth belt Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) for Roof slab Thermo-Mechanically Treated bars. Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

3.000

m3

7353.1

22059.30

4.000

m3

8045.2 7

32181.08

7.000

m3

8525.6 7

59679.69

16.000

Qtl

6121.5

97944.00

21.000

m2

292.25

6137.25

Page 45 of 65

11

5.9.3

12

5.9.4

13

50.6.2 .2

14

4.1.8

Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform Centering and shuttering including strutting, etc. and removal of form for:Shelves (Cast in situ) Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level for foundation-For flooring Sharpening charges

58.000

m2

367.61

21321.38

27.000

m2

367.61

9925.47

30.000

m3

2120.6 4

63619.20

4.000

m3

5699.0 7

22796.28

4771.95 472000.0 0

APPENDIX B

15

16

OD

Providing wood work in frames of doors ,windows,clerestory windows and other frams, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length(hold fast lugs or dash fastener shall be paid for seperately.)

0.380

m3

75280. 84

28682.00

OD

Providing wood work in frames of doors ,windows,clerestory windows and other frams, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length(hold fast lugs or dash fastener shall be paid for seperately.)

0.420

m3

12661 0.4

52796.54

Page 46 of 65

17

OD

18

9.48

19

9.117 .2

20

9.118 .3

Providing and fixing panelled shutters for doors,including ISI marked M.S pressed butt hinges bright finished of required size with necessary screws excluding wooden panelling etc.complete as per direction of Engineer-incharge.(size of leaf 0.90mx 2.05) Providing and fixing M.S grillof requred pattern for window Providing and fixing factory made UPVC door frame made of UPVC extruded sections having an overall dimension as below with wall thickness 2mm corners of the door frame to be joined with galvanised brackets and stainless steel screws joints mitred and plstic welded -Extruded section profile size 42x50mm 25mm thivk PVC flush door shutters made out of a one piece Multichamber extruded PVC section of the size of 762 x25 mm or less as per requirement with an average wall thickness of 1mm .PVC foem end cap of size 23x10mm are provided on both vertical edges to ensure overall thickness of25mm.M.S.tube having dimensions of 19mmx29mm and 1.0mm is inserted along the hinge side of the door .Core of the door shutter should be filled with high density Polyurethane foam .Stickers incicating the location of the hardware will be posted at appropriate place s

3.690

m2

4032.1 5

14878.63

180.00 0

kg

182.65

32877.00

16.800

m

338.74

5690.832

m2

4555.4 6

20089.57 9

4.410

Page 47 of 65

21

13.9

Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. (Top of roof slab)

22

13.16

6 mm cement plaster of mix : for ceiling beam side shade etc

121.67 0

m2

225.71

27462.13 6

23

13.4. 1

1:4 (1 cement: 4 coarse sand) only solid portion only

325.00 0

m2

288.71

93830.75

24

13.9. 1

Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. (Top of roof slab) 12 mm cement plaster

28.000

m2

240.71

6739.88

25

13.16 .1

121.67 0

m2

144.43

17573.43

26

13.43 .1

401.67 0

m2

60.07

24128.31 7

27

13.46

156.03 0

m2

50.81

7927.884 3

28

13.60 .1

101.00 0

m2

134.89

13623.89

29

13.85 .1

19.000

m2

60.49

1149.31

30

13.61 .1

19.000

m2

134.89

2562.91

6 mm cement plaster of mix : 1:3 (1 cement: 3 fine sand) Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer. Finishing walls with Acrylic Smooth exterior paint of required shade : Wall painting with acrylic emulsion interier paint of approved brand and manufacture to give an even shade: Two or more coats on new work. With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre. Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :

55.000

m2

378.87

20837.85

Page 48 of 65

31

32

11.41 .2

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08%and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm

46.000

m2

2048.6 1

94236.06

11.46 .2

Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer) with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make in all colours & shade in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), including grouting the joint with white cement &matching pigments etc. complete.

20.700

m2

1144.4 1

23689.28 7

ELECTRIFICATION AND PLUMBING Unforseen

APPENDIX A APPENDIX B GRAND TOTAL Rupees elevan lakhs and twenty two thousand only

Page 49 of 65

156000.0 0 5222.35 650000.0 0 472000.0 0 650000.0 0 1122000. 00

Annexure I E

Construction of Anganwadi Building Material Requirement

MATERIAL REQUIREMENT FOR THE CONSTRUCTION OF AN ANGANVADI BUILDING IN THOTTAPPUZHASSERY GRAMA PANCHAYATH OF PATHANAMTHITTA DISTRICT UNDER MGNREGA Si.n o.

Spec code

1 4.1.8

Quantit y

Description

Unit

Rat e

Amount

PCC for main walls

293 40 mm aggregate

2.6 cu m

295 20 mm aggregate

0.96 cu m

982 coarse sand

1.88 cu m

367 cement

0.68 tonne

149 0 161 0 430 0 787 0

155 mason 114 unskilled 101 bhisti

0.4 each 6.52 each 2.8 each

870 229 750

3874 15456 8084 5351.6 348 1493.08 2100

for flooring

293 40 mm aggregate

2.6 cu m

295 20 mm aggregate

0.96 cu m

982 coarse sand

1.88 cu m Page 50 of 65

149 0 161 0 430 0

3874 15456 8084

367 cement

0.68 tonne

787 0

5351.6

155 mason 114 unskilled 101 bhisti

0.4 each 6.52 each 2.8 each

870 229 750

348 1493.08 2100

2 50.7.1.1

DR masonry

126 nos

120 0 34. 4

4334.4

19.26 each 32.04 each 1.62 each

720 229 750

13867.2 7337.16 1215

1157 Stone

18.9 cu m

1154 through stone 125 mason 114 unskilled 101 bhisti 3 7.1.1

RR masonry

1157 stone

11 cu m

1154 through stone

77 nos

982 coarse sand

3.884 cu m

367 cement

0.9075 tonne

125 mason 114 unskilled 101 bhisti

4 5.1.3

22680

11.77 each 22.33 each 1.243 each

120 0 13200 34. 4 2648.8 430 0 16701.2 787 0 7142.025 720 229 750

8474.4 5113.57 932.25

RCC for plinth beam

295 20 mm

2.01 cu m

297 10 mm

0.66 cu m

982 coarse sand

1.335 cu m

367 cement

0.96 tonne Page 51 of 65

162 0 163 0 430 0 787 0

3256.2 1075.8 5740.5 7555.2

5

155 mason 114 unskilled 101 bhisti

0.51 each 6 each 2.7 each

870 229 750

443.7 1374 2025

2 mixer 12 vibrator

0.21 day 0.21 day

240 0 500

504 105

5.3 RCC for lintel etc

295 20 mm

2.68 cu m

297 10 mm

0.88 cu m

982 coarse sand

1.78 cu m

367 cement

1.28 tonne

162 0 163 0 430 0 787 0

10073.6

4341.6 1434.4 7654

155 mason 114 unskilled 101 bhisti

0.96 each 18.52 each 3.6 each

870 229 750

835.2 4241.08 2700

2 mixer 12 vibrator

0.32 day 0.32 day

240 0 500

768 160

6 5.3+5.1.2

RCC roof slab

295 20 mm

3.99 cu m

297 10 mm

1.96 cu m

982 coarse sand

2.975 cu m

367 cement 155 mason 114 unskilled 101 bhisti

2.8 tonne

162 0 163 0 430 0 787 0

6463.8 3194.8 12792.5 22036

1.68 each 32.41 each 6.3 each

870 229 750

1461.6 7421.89 4725

0.56 day 0.56 day

240 0 500

1344 280

2 mixer 12 vibrator Page 52 of 65

7

80.37 TMT steel quinta 16.8 l 16 each 16 each

1005 steel 102 blacksmith 114 unskilled

8 OD

485 0 800 229

81480 12800 3664

Solid cement block

367 cement

1.14 cum

430 0 787 0

124 mason 114 unskilled

36 each 30.6 each

750 229

982 coarse sand

4.8 cum

20640 8971.8 27000 7007.4

Annexure I F

Construction of Anganwadi Building Site Plan

Page 53 of 65

Annexure I G

Construction of Anganwadi Building Page 54 of 65

Location Map

Annexure I H

Construction of Anganwadi Building Page 55 of 65

Elevation Sketch

Annexure I I Page 56 of 65

Construction of Anganwadi Building Photos

Page 57 of 65

Annexure II A

Estimate Report To produce 1000 cement bricks The amendment to the schedule I of the Mahatma Gandhi NREG Act notified on January 3rd 2014 envisages creation of productive assets of prescribed quantity and quality. As part of this, production of building materials was approved as permissible activity. Further, the amendment also propagated low cost technology in implementation of works. In a way this shift in priority and new initiatives definitely will pave the idea of graduating the unskilled labours into semi skilled and skilled workers. This work proposes production of cement bricks of 30x20x10 cm size. As a first of bricks are made without machines. 15 labourers are engaged in the activity. Cement, rock powder and jelly metal are mixed by labourers and the mixture is filled in precast of moulds. This will generate 50 person days and the labour material ratio is in 34:66.

Annexure II B Page 58 of 65

Data Sheet DATA SHEET 2015-AS PER LOCAL RATE FROM ORDER NO 2748/MGNREGS / 12 DTD 21.07.2015 Now this may be re casted as per the CPWD LMR Rate (Rs.) LMR Sl THRISSU N Description of work Unit Quantity Amount R o. DISTRIC T 3 1m

4.1.8

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 6 mm nominal size) Details of cost for 1 cum MATERIAL:

29 5 98 2 36 7

Stone Aggregate : 20 mm nominal size(.65+.24= .89M3) Coarse sand (zone III)-Msand Portland Cement

cum

0.89

cum

0.47

tonne

0.17

1.day

20nos

1350.0 1201.50 0 2050.0 963.50 0 8300.0 1411.00 0 3576.00

LABOUR:(OBSERVED DATA)

11 4

20 nos of bricks expected , by a person per day (mannualy)

Pl see that the above are Thrissur LMR Rate

Page 59 of 65

229.00 229.00

Annexure II C Detailed Estimate

ESTIMATE FOR MAKING CEMENT CONCRETE SOLID BLOCKS OF SIZE 30*20*10 cm - for 1000nos Sl No.

1

2

Description of work Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 6 mm nominal size) Supply of materials as cement, M sand &6 mm metal at site for constructing 1000 nos of solid blocks (1000*0.30*0.20*0.10 = 6.00m3) Labour for constructing 1000 nos of solid blocks including watering &curing for 7 days

Unit

Quantity

Rate (Rs.)

Amount

1m3

6.00m3

3756.00

22536.00

20nos

1000 nos

229.00

11450.00

3

Iron mould for making solid blocks

nos

3 nos

4

planks for setting solid blocks first time

nos

100nos

5

Sharpening charges

LS

1200 5

3600.00 5000.00 2414.00 45000.00

(Rupees Forty five Thousand only)

Annexure II D Page 60 of 65

Moulds for Brick Making

1.

Produced Bricks

Annexure II E Page 61 of 65

Estimate Report of the Revised Estimate

This is a revised estimate prepared for making solid cement blocks for the construction of Anganwadi building. The estimate was revised due to the change in the Cement Concrete Blocks of size to 30 x 20 x 15 cm. In Annexure II B a model estimate from Mathilakam Block of Thrissur District which is attached along with this manual where the size is mentioned as 30 x 20 x 10 cm. Those cement blocks made by them where used for construction of compound wall.

Whereas here we are constructing Anganwadi where we require a strong building. Prime importance is given for its durability and strength of the building which is a shelter of our small kids under age group 0-6 yrs.The recommende size of these cement block is 30 x 20 x15 cm. Based on this change the data calculated for the output of 1 man is 14 nos.of blocks which she can make per day.For the construction of Anganwadi of the prescribed size as per Annexure I the no. of blocks required is 3330 nos. say 30 cu,m

The

persondays calculated for making 3330 nos of blocks is 238 persondays. The data is prepared using coarse sand, if M-sand is to be used the Local market rate for that item has to be substituted in the place of coarse sand.

Annexure II F Page 62 of 65

Data Sheet as per LMR DATA SHEET 2015-AS PER LOCAL RATE Now this may be re casted as per the CPWD LMR Sl N o.

4.1.8

Description of work

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 6 mm nominal size)

Unit

Quantity

Rate (Rs.)

Amount

1 m3

Details of cost for 1 cum MATERIAL:

29 7 98 2 36 7

Stone Aggregate : 20 mm nominal size(.65+.24= .89M3) Coarse sand (zone III)-Msand Portland Cement

cum

0.89

cum

0.47

tonne

0.17

1.day

14nos

1630

1450.70

4300.0 2021.00 0 7870.0 1337.90 0 4809.60

LABOUR:(OBSERVED DATA)

11 4

14 nos of bricks expected , by a person per day (mannualy)30 x 20 x 15 cm

229.00 229.00

Pl see that the above are Thrissur LMR Rate

Annexure II G Page 63 of 65

Detailed Estimate

ESTIMATE FOR MAKING CEMENT CONCRETE SOLID BLOCKS OF SIZE 30*20*15 cm - for 3330nos Sl No.

1

2

Description of work Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 6 mm nominal size) Supply of materials as cement, coarse sand &6 mm metal at site for constructing 1000 nos of solid blocks (3330*0.30*0.20*0.15 = 30.00m3) Labour for constructing 3330 nos of solid blocks including watering &curing for 7 days

Unit

Quantity

Rate (Rs.)

Amount

1m3

30.00m3

4809.60

144288.00

14nos

3330 nos

229.00

54469.28

3

Iron mould for making solid blocks

nos

3 nos

4

planks for setting solid blocks first time

nos

100nos

5

Sharpening charges

LS

1200 5

3600.00 5000.00 2642.72 210000.00

(Rupees Two lakhs ten Thousand only)

Page 64 of 65

Annexure II H Material list

1. 6 mm aggragate 2. Coarse sand 3. Cement

- 26.7 cu. m @ Rs. 1630.00 = Rs. 43521.00 - 14.1 cu.m @ Rs. 4300.00 = Rs. 60630.00 - 5.1 tonne @ Rs. 7870.00 = Rs. 40137.00 Total Rs. 144288

Page 65 of 65