Mahatma Gandhi NREGA State Mission, Kerala Rural Development Department
Manual on constructing Anganwadies converging Mahatma
Gandhi NREGA, Social Justice Dept and Panchayat funds
Contents
1
Introduction
3
2
Mahatma Gandhi NREGA
6
3
Construction of Anganwadies in convergence
with Mahatma Gandhi NREGA
10
4
Roadmap for taking up construction of
Anganwadies in a district
14
5
Annexures
16
Annexure I
Estimate report for the construction of Anganwadi for
thottassery GPt.
17
Datas based on LMR for Pathanamthitta- thiruvalla
geographic region
18
Detailed estimate including all the items for the
construction( MGNREGA & Panchayath fund) Appendix
A- MGNREGA & Appendix - B - Panchayath fund.
20
Abstract of the estimate
41
List of materials required under MGNREGA part.
47
Site plan, building drawing - plan, section, elevation
50
Photos of the proposed site.
53
Annexure II
Estimate report of Mathilakam block for CCB
54
Datas of mathilakom Block
55
Detailed estimate of mathilakom Block
56
Photos of Mathilakom Site
57
Revised estimate report for CCB of size 30 x 20 x 15 cm
adopted by tottappuzhasserry
58
Datas of the revised etimate for Thottapuzhasserry
59
Detailed estimate for producing CCB of size 30 x 20 x 15
60
Mahatma Gandhi NREGA State Mission, Kerala Rural Development Department
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
1. Supplementary Nutrition
2. Preschool non formal education
3. Nutrition & Health education
4. Immunisation
5. Health Check up
6. 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
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.
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
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
self-targeting 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 1/3
rdemployment 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
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. There shall be no contractors in execution, the work shall be undertaken by
2. the Panchayats, working with job card holders.
3. Only Job Card holders will be employed for the unskilled part of work.
4. 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
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
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)
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
thfinance 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
i.
Use of local material, local practices for stub foundations or arch
foundations with suitable design and specifications to address the needs of
the relevant seismic zones
ii.
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
a meeting of concerned Secretaries and Directors in his chamber on 15
thof 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.
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. Estimate Report
2. Detailed Estimate
3. Estimate abstract
4. Photo of the site
5. Material list
6. Data
7. Site Map
8. 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.
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
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
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 2
ndpart is undertaken.
Annexure I B
Construction of Anganwadi Building
Rate Analysis
1
Specificat ion Code: 2.32
Code Description Unit Quantity Rate Amount
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 Day 0.6 229 137.4 115 Coolie Day 0.25 229 57.25 9999 Sundries L.S 1.82 0 0 Cost of 100.0 sqm 194.65 Cost of 1 sqm 194.65 Say 1.95
1.95/-2 Specific ation Code: 80.7
Code Description Unit Quantity 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 Day 3.63 229 831.27 128 Mate Day 0.4 229 91.6 115 Coolie Day 2 229 458 Cost of 10.0 cum 1380.87 Cost of 1 cum 1380.87 Say 138.09 Specification Code: 4.1.8 138.09/-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
stone aggregate 40 nominal size)
Code Description Unit
Quant
ity Rate Amount
Details of cost for 1 cum MATERIAL:
293
Stone Aggregate(single size): 40 mm nominal size nominal size$(0.70 cum -7.5% for voids i.e. 0.05
=0.65 cum) cum 0.65 1490 968.5
295
Stone Aggregate(single size):20 mm nominal size
nominal size cum 0.24 1610 386.4
2202 Stone aggregate 40 mm nominal size and above cum 0.65 0 0 2202 Stone aggregate below 40 mm nominal size cum 0.24 0 0 982 Coarse sand (zone III) cum 0.47 4300 2021
2203 Coarse sand cum 0.47 0 0
367 Portland Cement tonne 0.17 7870 1337.9
2209 Cement LABOUR: tonne 0.17 0 0
155 Mason (average) Day 0.1 870 87
114 Beldar Day 1.63 229 373.27
101 Bhisti Day 0.7 750 525
2
Hire charges of Concrete Mixer 0.25 to 0.40 cum
with Hopper Day 0.07 0 0
12 Vibrator (Needle type 40 mm) Day 0.07 0 0
9999 Sundries L.S 13.52 0 0 Cost of 1 cum 5699.07 Say 5699.07 5699.07 4 50.7.1.1 Specification Code:50.7.1.1.
Dry rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 ( 1 cement : 6 coarse sand: 12 graded stone aggregate 20 mm nominal size) including cost of through stone and bond stone.
Details of cost for one cum.
1157 Stone for masonry work cum 1.05 1200 1260 1154 Through and bond stone size
24 x 24 x 39cm 50 nos 7 1720 240.8
2215 Soling stone & masonry
stone cum 1.21 0 0
125 Mason (for plain stone work)
2nd class Day 1.07 720 770.4 114 Beldar Day 1.07 229 245.03 115 Coolie Day 0.71 229 162.59 101 Bhisti Day 0.09 750 67.5 9999 Sundries L.S 45.76 0 0 9999 Sundries L.S 4.42 0 0 Cost of 1 cum 2746.32 Say 2746.32 2746.32 /-Specificati on Code:3.11 5 Cement mortar 1:6 (1 cement : 6 coarse sand).
code
Description
Unit
Quanti
ty Rate Amount
367 Portland Cement tonne 0.25 7870 1967.5
2209 Cement tonne 0.25 0 0
982 Coarse sand (zone III) cum 1.07 4300 4601
2203
Coarse sand LABOUR:$For measuring, carrying,
depositing and mixing cum 1.07 0 0
114 Beldar Day 0.75 229 171.75
101 Bhisti Day 0.07 750 52.5
9999
Sundries Hire and running charges of mechanical
mixer L.S 26.91 0 0
Cost of 1 cum 6792.75
Say 6792.75
Specification Code: 7.1.1 6792.75/
-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 Unit
Quanti
ty Rate Amount
1157
Details of cost for 1 cum MATERIAL
1154 Stone for masonry work cum 1 1200 1200 2215
Through and bond stone size 24 x 24 x 39cm
CARRIAGE: nos50 7 1720 240.8
125 Cement mortar 1:6 (1 cement : 6 Coarse sand) cum 0.33 6792.75 2241.6075 114 Mason (for plain stone work) 2nd class Day 1.07 720 770.4
115 Beldar Day 1.07 229 245.03
101 Coolie Day 0.71 229 162.59
9999 Bhisti Day 0.09 750 67.5
9999 Sundries Cement concrete 1:6:12 L.S 45.76 0 0
TOTAL Sundries L.S 4.42 0 0 Cost of 1 cum 4927.9275 Say 4927.92 4927.92 Cement solid block masonry with cm 1:6 using best quality solid blocks of size 30x20x15 cm
7 including cost and conveyance etc. complete above plinth level upto floor V level Details of cost for 1 cum
Material
MR Solid block each 103 0 0
982 coarse sand m3 0.16 4300 688
367 Portland cement tonne 0.038 7870 299.06
LABOUR:
124 mason 2nd class nos 1.2 750 900
115 coolie nos 1.02 229 233.58
Total 2120.64
Say 2120.64
Specification Code: 5.3
8
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).
Details of cost for 1 cum. MATERIAL:
295 Stone Aggregate(single size):20 mm nominal size cum 0.67 1610 1078.7 297 Stone Aggregate(single size): 10mm nominal size cum 0.22 1630 358.6 2202 Stone aggregate below 40 mm nominal size cum 0.89 0 0 982 Coarse sand (zone III) cum 0.445 4300 1913.5
2203 Coarse sand cum 0.445 0 0
367 Portland Cement (0.2225 cum) tonne 0.32 7870 2518.4
2209 Cement $LABOUR: tonne 0.32 0 0
114 Beldar Day 2.75 229 629.75
101 Bhisti Day 0.9 750 675
2 Hire charges of Concrete Mixer 0.25 to 0.40 cum with Hopper Day 0.08 2400 192 12 Vibrator (Needle type 40 mm) Day 0.08 500 40
9999
Sundries Extra labour for lifting material upto floor $V level:
$Coolie (2.5x0.75) L.S 14.3 0 0 115 Coolie Day 1.88 229 430.52 Cost of 1 cum 8045.27 Say 8045.27 8045.27/ -9 Specification Code: 5.1.3
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)
Code Description Unit
Quant
ity Rate Amount
Details of cost for 1 cum MATERIAL
295 Stone Aggregate(single size):20 mm nominal size cum 0.67 1610 1078.7 297 Stone Aggregate(single size): 10 mm nominal size cum 0.22 1630 358.6 2202 Stone aggregate below 40 mm nominal size cum 0.89 0 0 982 Coarse sand (zone III) cum 0.445 4300 1913.5
2203 Coarse sand cum 0.445 0 0
367 Portland Cement (0.2225 of cement) tonne 0.32 7870 2518.4
2209 Cement tonne 0.32 0 0
155 Mason (average) Day 0.17 870 147.9
114 Beldar Day 2 229 458
101 Bhisti Day 0.9 750 675
2
Hire charges of Concrete Mixer 0.25 to 0.40 cum with
Hopper Day 0.07 2400 168
12
Vibrator (Needle type 40
9999 Sundries L.S 14.3 0 0 Cost of 1 cum 7353.1 Say 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:
295
Stone Aggregate(single
size):20 mm nominal size cum 0.57 1610 917.7 297 Stone Aggregate(single size): 10 mm nominal size cum 0.28 1630 456.4 2202 Stone aggregate below 40 mm nominal size cum 0.89 0 0 982 Coarse sand (zone III) cum 0.425 4300 1827.5
2203 Coarse sand cum 0.445 0 0
367 Portland Cement (0.2225 cum) tonne 0.4 7870 3148
2209 Cement $LABOUR: tonne 0.32 0 0
155 Mason (average) Day 0.24 870 208.8
114 Beldar Day 2.75 229 629.75
101 Bhisti Day 0.9 750 675
2
Hire charges of Concrete Mixer 0.25 to 0.40 cum with
Hopper Day 0.08 2400 192
12
Vibrator (Needle type 40
mm) Day 0.08 500 40
9999
Sundries Extra labour for lifting material upto floor $V
level:$Coolie (2.5x0.75) L.S 14.3 0 0 115 Coolie Day 1.88 229 430.52 Cost of 1 cum 8525.67 Say 8525.67 8525.67/ -10 80.37 Specification Code: 80.37 Thermo-Mechanically
Treated bars.
Code Description Unit
Quantit
y Rate Amount
Details of cost for 1 quintal. MATERIAL:
Deformed twisted steel bars = 1.00 q
Add 5% wastage =0.05 Total =1.05q
1005
Twisted steel/deformed bars Carriage of steel 1.05/10 = 0.105t$LABOUR:$For straightening, cutting, bending, binding$and
placing in position$ quintal 1.05 4850 5092.5
102 Blacksmith 1st class Day 1 800 800
114 Beldar Day 1 229 229 Cost of 1 quintal 6121.5 Say 6121.5 6121.50/ -11 Specification Code: 5.9.5
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
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 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
10.1
Rate as per item Number10.1 of
SH: kilogra
m 6.4356 60 386.136 Steel Work
7343 Adjustable telescopic prop 3 m (2.02-3.75m) each 0.1275 1340 170.85 7344 Beam clamp 300-380 mm (450-1070 mm) eachset 0.1063 471 50.07
9999 Sundries L.S 22.1 0 0 9999 Sundries L.S 78 0 0 116 Fitter(grade1) Day 1.25 880 1100 114 Beldar Day 2.5 229 572.5 9999 Sundries L.S 39 0 0 9999 Sundries L.S 24.61 0 0 Cost of 7.8 sqm 2279.556 Cost of 1 sqm 2279.556 Say 292.250769 292.25/-12 Specification Code: 5.9.3
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform 10.1 Details of cost for a room 4.5x3 = 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 0.75x0.60) 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 10.1
Rate as per item Number10.1
of SH: kilogra
m 9.2055 60 552.33 Steel Work
7342
Adjustable span ESO+SI
(2.35-3.40) each 0.1063 2122 225.57
7343
Adjustable telescopic prop 3 m
(2.02-3.75m) each 0.1275 1340 170.85 9999 Sundries L.S 22.1 0 0 9999 Sundries L.S 130 0 0 116 Fitter(grade1) Day 3 880 2640 114 Beldar Day 6 229 1374 9999 Sundries L.S 78 0 0 9999 Sundries L.S 49.7 0 0 Cost of 13.5 sqm 4962.75 Cost of 1 sqm 4962.75 Say 367.611111
367.61/-13
Specification Code: 5.9.4)
Centering and shuttering including strutting, etc. and removal of form for:Shelves (Cast in situ)
10.1
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 = 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 7342
Rate as per item Number10.1
of SH: kilogra
m 9.2055 60 552.33 Steel Work
7342
Adjustable span ESO+SI
(2.35-3.40) each 0.1063 2122 225.5686
7343
Adjustable telescopic prop 3 m
(2.02-3.75m) each 0.1275 1340 170.85 9999 Sundries L.S 22.1 0 0 9999 Sundries L.S 130 0 0 116 Fitter(grade1) Day 3 880 2640 114 Beldar Day 6 229 1374 9999 Sundries L.S 78 0 0 9999 Sundries L.S 49.7 0 0 Cost of 13.5 sqm 4962.748
6 Cost of 1 sqm 4962.75 Say 367.611111
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 Sl No Spe c Code Description No L B D Cf Quantity Amount
1 2.32 Clearing grass and removal of the rubbish up to a distance of 50m outside the periphery of the area cleared.
1 10 8 80 m2
Say 80 m2@ 1.95 / m
2
80.7
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.
mainwall around 2 7.83 0.8 0.7 8.77 2 6.53 0.8 0.7 7.31 2 6.3 0.8 0.7 7.06 1 3.16 0.8 0.7 1.77 1 1.5 0.8 0.7 0.84 1 1.44 0.8 0.7 0.81 step 1 1 0.7 0.3 0.21 1 1.2 0.7 0.3 0.25 Compost Pit 1 1.5 1 1.2 1.80
Pit for septic tank 1 3 2 1.2 7.20 36.0 2 m3 Say 36 m3@ 138.09 m3 4971.24 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 for foundation
main wall around 2 7.83 0.8 0.1 1.25
1 1.44 0.8 0.1 0.12 1 1.5 0.8 0.1 0.12 1 3.16 0.8 0.1 0.25 2 6.3 0.8 0.1 1.01 2 6.53 0.8 0.1 1.04 3.79 m3 Say 4 m 3 @ 5699.07 m3 22796.28 4 50.7.1.1 Dry Rubble masonry for foundation of Building
2 7.83 0.6 0.6 5.64 1 1 0.7 0.3 0.21 1 1.2 0.7 0.3 0.25 1 1.44 0.6 0.6 0.52 1 1.5 0.6 0.6 0.54 1 3.16 0.6 0.6 1.14 2 6.3 0.6 0.6 4.54 2 6.53 0.6 0.6 4.70 17.5 3 m3 Say 18 m 3 2746.32 m3 49433.76
@
5
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 for Basement
basement 1 1.44 0.5 0.45 0.32 1 1.5 0.5 0.45 0.34 1 3.16 0.5 0.45 0.71 2 6.3 0.5 0.45 2.84 2 6.53 0.5 0.45 2.94 2 7.83 0.5 0.45 3.52 10.6 7 m3 Say 11 m3@ 4927.92 m3 54207.12 6 5.1. 3
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 1 1.5 0.4 0.15 0.09 2 7.83 0.4 0.15 0.94 1 3.16 0.4 0.15 0.19 2 6.3 0.4 0.15 0.76 2 6.53 0.4 0.15 0.78 2.76 m3 Say 3 m3@ 7353.1 m3 22059.30 7 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).
Shade 2 6.53 0.2 0.08 0.21
2 7.83 0.6 0.08 0.75
" 2 6.53 0.2 0.15 0.39 " 2 6.3 0 0.2 0.15 0.38 " 1 3.16 0.2 0.15 0.09 1 1.50 0.2 0.15 0.05 beam 1 3.46 0.2 0.3 0.21 store shelf 1 1.5 0.7 0.05 0.05 1 0.61 0.7 0.05 0.02 Kitchen shelf 2 2.1 0.7 0.05 0.15 1 1.1 0.7 0.05 0.04 kitchen slab 2 2.1 0.7 0.08 0.24 1 1.1 0.7 0.08 0.06
Cover slab for septic tank 1 3.2 2.2 0.05 0.35
3.46 m3
Say 4 m3@ 8045.27 m3 32181.08
8 OD
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 8.03 6.73 0.12 6.49 m3 Say 7 m3 @ 8525. 67 m 3 59679.69
9 80.37 Thermo-MechanicallyTreated bars.
Plinth Beam 3 80.00 kg/m3 240
Beam 4 110.00 kg/m3 440
Roof slab Stair etc… 7
120 .00 kg/m 3 840 1520 kg
5 % of wastage
76 1596 kg Say 16 Qui 6121. / 97944tal 50 Qntl 10
5.9. 5
Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
Plinth beam 1 1.5 0.3 0.45 2 7.83 0.3 4.70 1 3.16 0.3 0.95 2 6.3 0.3 3.78 2 6.53 0.3 3.92 lintel 3 1.5 0.3 1.35 5 0.6 0.3 0.90 3 0.9 0.3 0.81 3 0.7 0.3 0.63 1 1 0.3 0.30 beam 1 3.46 0.8 2.77 20.5 5 m2 Say 21 m2@ 292.25 / m 2 6137.25 11 5.9. 3
Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
Roof slab 1 8.27 6.97 57.6 4 m2 Say 58 m2@ 367.61 / m 2 21321.38 12 5.9.
4 Centering and shuttering including strutting, etc. and removal of form for:Shelves (Cast in situ)
store shelf 1 1.41 0.75 1.06
Kitchen shelf 2 5.73 0.75 8.60
kitchen slab 2 5.73 0.78 8.94
Cover slab for septic tank 1 3.3 2.3 7.59
26.1 8 m2 Say 27 m2@ 367.61 / m 2 9925.47
13
50.6 .2.2
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
Brick work 2 7.83 0.2 3.5 10.9 6 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 step 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 deduction 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 2.95 m3 Net value 29.63 m3 Say 30 m3 @ 2120. 64 / m 3 63619.20 14 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 for foundation
For flooring Floor 1 6.30 3.00 0. 07 5 1.42 Floor 1 1.44 0.90 0. 07 5 0.10
1 3.00 2.93 0. 07 5 0.66 1 1.50 1.50 0. 07 5 0.17 1 1.5 0 1.31 0. 07 5 0.15 1 1.44 2.10 0. 07 5 0.23 1 6.30 1.50 0. 07 5 0.71 3.43 m3 Say 4 m3@ 5699.07 / m 3 22796.28 Sharpening charges 4771.95 TOT AL 472000.00 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.)
Door frame ver 2 2 2.10 0.10 0. 07
5 0.06 Door frame hor 1 2 1.20 0.10
0. 07
5 0.02 Windows frame ver 4 4 1.50 0.10
0. 07
5 0.18 Windows frame hor 2 4 1.70 0.10
0. 07
5 0.10 ventilater frame ver 2 1
0.4
0 0.10 0. 07
5 0.01 ventilater frame hor 2 1 0.80 0.10
0. 07
0.38 m3 Say 0.38 m³@ 7528 0.84 / m³ 28682.00 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.)
Door frame ver 3 2 2.10 0.10 0. 07
5 0.09 Door frame hor 3 1 1.20 0.10
0. 07
5 0.03 Windows frame ver 3 4
1.5
0 0.10 0. 07
5 0.14 Windows frame hor 3 2 1.70 0.10
0. 07
5 0.08 ventilater frame ver 4 2 0.60 0.10
0. 07
5 0.04 ventilater frame hor 4 2 0.80 0.10
0. 07 5 0.05 0.42 Say 0.42 m³@ 1266 10.40 m³/ 52796.54 17 OD
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-in-charge.(size of leaf 0.90mx 2.05) Door shutter 1 2 0.90 2.05 3.69 Say 3.69 m²@ 4032. 15 m²/ 14878.63 18 9.4
8 Providing and fixing M.S grillof requred pattern for window
180. 00 Say 180 .00 kg @ 182.6 5 32877.00 19 9.1 17. 2
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
1 3 5.60 16.80 Say 16. 80 m @ 338.7 4 /m 5690.83 20 9.1 18. 3
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
1 3 0.70 2.10 4.41 Say 4.4 1 m2 @ 4555. 46 / m 2 20089.58 21 13.
9 Cement plaster 1:3 (1 cement: 3 coarse sand) finished witha floating coat of neat cement. (Top of roof slab)
13. 9.1 12 mm cement plaster 1 8.03 6.73 54.04 Say 55.00 m² 378.87 / m 2 20837.85 22 13.
16 6 mm cement plaster of mix : 13.
16. 1
1:3 (1 cement: 3 fine sand)
Ceiling 1 1 6.54 3.54 23.15 Ceiling 1 1 4.57 3.54 16.18 Beam side 2 1 3.54 0.60 4.25 Shade 2 2 7.0 0 1.28 35.8 4 Shade 2 2 4.00 1.28 20.48 Stair flyte 1 1 6.30 1.10 6.93 Stair steps 1 21 1.00 0.48 10.08 Landing top 1 2 1.00 1.10 2.20 Landing bottom 1 2 1.0 0 1.00 2.00
0 121. 67 Say 121.67 m² 225.71 / m 2 27463.13 23 13.
4 12 mm cement plaster of mix : 13.
4.1
1:4 (1 cement: 4 coarse sand) only solid portion only
Wall outer 2 7.83 3.50 54.81 2 6.53 3.50 45.71 Wall inside 1 18.60 3.50 65.10 2 0.90 3.50 6.30 1 12. 00 3.50 42.0 0 1 6.00 3.50 21.00 1 5.62 3.50 19.67 1 7.08 3.50 24.78 2 7.83 2.10 32.89 parapet 2 6.5 3 2.10 27.4 3 339. 68 Deduction Doors 2 1.00 2.10 4.20 Doors 1 0.70 2.10 1.47 Windows 3 1.5 0 1.50 6.75 Windows 1 1.00 1.00 1.00 ven. 4 0.60 0.40 0.96 14.9 1 Net 324.77 Say 325 .00 m² 288.7 1 / m 93830.75
2 24 13.
9
Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. (Top of roof slab)
13. 9.1 12 mm cement plaster 1 7.00 4.00 28.00 Say 28.00 m² 240.71 / m 2 6739.88 25 13. 16
6 mm cement plaster of mix :
13. 16. 1
1:3 (1 cement: 3 fine sand)
Ceiling 1 1 6.5 4 3.54 23.1 5 Ceiling 1 1 4.57 3.54 16.18 Beam side 2 1 3.54 0.60 4.25 Shade 2 2 7.00 1.28 35.84 Shade 2 2 4.00 1.28 20.48 Stair flyte 1 1 6.3 0 1.10 6.93 Stair steps 1 21 1.00 0.48 10.08 Landing top 1 2 1.00 1.10 2.20 Landing bottom 1 2 1.00 1.00 2.00 Stair steps side ½ 21 0.30 0.18 0.57 121. 67 Say 121.67 m² 144.43 / m 2 17573.43 26 13. 43
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
13. 43. 1
Water thinnable cement primer.
Wall outer 2 22. 00 3.50 154. 00 Wall inside 2 20.16 3.50 141.12 Ceiling 1 1 6.54 3.54 23.15
Ceiling 1 1 4.57 3.54 16.18 Beam side 2 1 3.5 4 0.60 4.25 Shade 2 2 7.00 1.28 35.84 Shade 2 2 4.00 1.28 20.48 Stair flyte 1 1 6.30 1.10 6.93 Stair steps 1 21 1.00 0.48 10.08 Landing top 1 2 1.0 0 1.10 2.20 Landing bottom 1 2 1.00 1.00 2.00 Stair steps side ½ 21 0.30 0.18 0.57 416. 79 Deduction Doors 2 1.0 0 2.10 4.20 Windows 4 1.50 1.50 9.00 1 0.80 2.10 1.68 vent. 1 0.60 0.40 0.24 15.1 2 401. 67 Say 401.67 m² 60.07 / m 2 24128.58 27 13. 46
Finishing walls with Acrylic Smooth exterior paint of required shade : Wall outer 1 27.56 3.95 108.86 Shade 2 2 7.00 1.28 35.84 Shade 2 2 4.00 1.28 20.48 Stair flyte 1 1 6.30 1.00 6.30 171. 48 Deduction
Doors 2 1.00 2.10 4.20 Windows 5 1.5 0 1.50 11.2 5 15.4 5 156. 03 Say 156.03 m² 50.81 / m 2 7927.99 28 13.
60 Wall painting with acrylic emulsion interier paint of approved brand and manufacture to give an even shade:
13. 60. 1
Two or more coats on new work.
Wall inside 1 20.16 3.50 70.56 Ceiling 1 1 6.54 3.54 23.15 1 1 4.57 3.54 16.18 Beam side 2 1 3.5 4 0.60 4.25 114. 14 Deduction Doors 2 1.00 2.10 4.20 Windows 4 1.50 1.50 9.00 13.2 0 100. 94 Say 101 .00 m² 134.8 9 / m 2 13623.89 29 13. 85. 1
With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre. Doors 3 1.0 0 2.10 2. 25 14.1 8 Windows 3 1.50 1.50 500. 3.38 Windows 1 1.00 1.00 500. 0.50 Ventilator 4 0.60 0.60 500. 0.72
18.7 7 Say 19.00 m² 60.49 / m 2 1149.31 30 13.
61 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
13. 61. 1
Two or more coats on new work.
Doors 3 1.00 2.10 252. 14.18 Windows 3 1.5 0 1.50 0. 50 3.38 Windows 1 1.00 1.00 500. 0.50 Ventilator 4 0.60 0.60 500. 0.72 18.7 7 Say 19.00 m² 134.89 / m 2 2562.91 31 11. 41
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.
11. 41. 2 Size of Tile 600x600 mm Floor 1 6.30 3.00 18.90 Floor 1 1.4 4 0.90 1.30 1 3.00 2.93 8.79 1 1.50 1.50 2.25 1 1.50 1.31 1.97 1 1.44 2.10 3.02 1 6.3 0 1.50 9.45 45.6 8
Say 46.00 m² 2048.61 / m 2 94236.06 32 11. 46
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.
11. 46. 2 Size of Tile 600x600 mm 2 6.30 0.10 1.26 skirting 4 3.00 0.10 1.20 2 2.9 3 0.10 0.59
Front Steps riser 2 0.90 0.10 0.18 Front Steps side 1 6.00 1.50 9.00 Front Steps side 1 5.62 1.50 8.43 20.6 6 Say 20.70 m² 1144.41 / m 2 23689.29 ELECTRIFICATION AND PLUMBING 156000 Unforseen 5222.35 TOT AL 650000.0 0 APPENDIX-A 472000 APPENDIX-B 650000 Grand Total 1122000
Eleven Lakh and twenty two thousand only
Annexure I D
Estimate Abstract
ABSTRACT FOR THE CONSTRUCTION OF AN ANGANVADI BUILDING
IN THOTTAPPUZHASSERY GRAMA PANCHAYATH
OF PATHANAMTHITTA DISTRICT
SlN o
Spec
Code Description Quantity Unit Rate Amount APPENDIX A
1 2.32
Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
80.000 m2 1.95 156.00
2 80.7
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.
36.000 m3 138.09 4971.24
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 for foundation
4.000 m3 5699.07 22796.28
4 50.7.1.1 Dry Rubble masonry for foundation of Building 18.000 m3 2746.32 49433.76
5 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 for Basement
6 5.1.3
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
3.000 m3 7353.1 22059.30
7 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).
4.000 m3 8045.27 32181.08
8 OD
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
7.000 m3 8525.67 59679.69
9 80.37 Thermo-Mechanically Treated bars. 16.000 Qtl 6121.5 97944.00
10 5.9.5
Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
11 5.9.3
Centering and shuttering including strutting, etc. and removal of form
for:Suspended floors, roofs, landings, balconies and access platform
58.000 m2 367.61 21321.38
12 5.9.4
Centering and shuttering including strutting, etc. and removal of form for:Shelves (Cast in situ)
27.000 m2 367.61 9925.47
13 50.6.2.2
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
30.000 m3 2120.64 63619.20
14 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 for foundation-For flooring 4.000 m3 5699.07 22796.28 Sharpening charges 4771.95 472000.0 0 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.)
0.380 m3 75280.84 28682.00
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.)
17 OD
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-in-charge.(size of leaf 0.90mx 2.05)
3.690 m2 4032.15 14878.63
18 9.48 Providing and fixing M.S grillof requred pattern for window 180.000 kg 182.65 32877.00
19 9.117.2
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
16.800 m 338.74 5690.832
20 9.118.3
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
21 13.9
Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. (Top of roof slab)
55.000 m2 378.87 20837.85
22 13.16 6 mm cement plaster of mix : for ceiling beam side shade etc
121.67
0 m2 225.71 27462.136 23 13.4.1 1:4 (1 cement: 4 coarse sand) only solid portion only 325.000 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 6 mm cement plaster of mix : 1:3 (1 cement: 3 fine sand) 121.670 m2 144.43 17573.43
26 13.43.1
Applying one coat of water thinnable cement primer of approved brand and
manufacture on wall surface : Water thinnable cement primer.
401.67
0 m2 60.07 24128.317
27 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :
156.03
0 m2 50.81 7927.8843
28 13.60.1
Wall painting with acrylic emulsion interier paint of approved brand and
manufacture to give an even shade: Two or more coats on new work.
101.00
0 m2 134.89 13623.89
29 13.85.1
With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre.
19.000 m2 60.49 1149.31
30 13.61.1
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
31 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 2048.61 94236.06
32 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 1144.41 23689.287 ELECTRIFICATION AND PLUMBING 156000.00 Unforseen 5222.35 650000.0 0 APPENDIX A 472000.00 APPENDIX B 650000.00 GRAND TOTAL 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 Description Quantity Unit Rate Amount
1 4.1.8 PCC for main walls
293 40 mm aggregate 2.6 cu m 149 0 3874 295 20 mm aggregate 0.96 cu m 1610 15456 982 coarse sand 1.88 cu m 4300 8084 367 cement 0.68 tonne 7870 5351.6 155 mason 0.4 each 870 348 114 unskilled 6.52 each 229 1493.08 101 bhisti 2.8 each 750 2100 for flooring 293 40 mm aggregate 2.6 cu m 149 0 3874 295 20 mm aggregate 0.96 cu m 1610 15456 982 coarse sand 1.88 cu m 4300 8084
367 cement 0.68 tonne 7870 5351.6 155 mason 0.4 each 870 348 114 unskilled 6.52 each 229 1493.08 101 bhisti 2.8 each 750 2100 2 50.7.1.1 DR masonry 1157 Stone 18.9 cu m 1200 22680
1154 through stone 126 nos 34.4 4334.4
125 mason 19.26 each 720 13867.2
114 unskilled 32.04 each 229 7337.16
101 bhisti 1.62 each 750 1215
3 7.1.1 RR masonry
1157 stone 11 cu m 1200 13200
1154 through stone 77 nos 34.4 2648.8 982 coarse sand 3.884 cu m 4300 16701.2 367 cement 0.9075 tonne 787 0 7142.025 125 mason 11.77 each 720 8474.4 114 unskilled 22.33 each 229 5113.57 101 bhisti 1.243 each 750 932.25
4 5.1.3 RCC for plinth beam
295 20 mm 2.01 cu m 1620 3256.2
297 10 mm 0.66 cu m 1630 1075.8
982 coarse sand 1.335 cu m 4300 5740.5
155 mason 0.51 each 870 443.7 114 unskilled 6 each 229 1374 101 bhisti 2.7 each 750 2025 2 mixer 0.21 day 240 0 504 12 vibrator 0.21 day 500 105
5 5.3 RCC for lintel etc
295 20 mm 2.68 cu m 1620 4341.6 297 10 mm 0.88 cu m 1630 1434.4 982 coarse sand 1.78 cu m 4300 7654 367 cement 1.28 tonne 7870 10073.6 155 mason 0.96 each 870 835.2 114 unskilled 18.52 each 229 4241.08 101 bhisti 3.6 each 750 2700 2 mixer 0.32 day 2400 768 12 vibrator 0.32 day 500 160 6 5.3+5.1.2 RCC roof slab 295 20 mm 3.99 cu m 162 0 6463.8 297 10 mm 1.96 cu m 1630 3194.8 982 coarse sand 2.975 cu m 4300 12792.5 367 cement 2.8 tonne 7870 22036 155 mason 1.68 each 870 1461.6 114 unskilled 32.41 each 229 7421.89 101 bhisti 6.3 each 750 4725 2 mixer 0.56 day 240 0 1344 12 vibrator 0.56 day 500 280
7 80.37 TMT steel 1005 steel 16.8 quinta l 485 0 81480 102 blacksmith 16 each 800 12800 114 unskilled 16 each 229 3664
8 OD Solid cement block
982 coarse sand 4.8 cum
430 0 20640 367 cement 1.14 cum 7870 8971.8 124 mason 36 each 750 27000 114 unskilled 30.6 each 229 7007.4