Construction of Administrative Staff Quarters UNIT 02

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Clearing and grubbing road land including uprooting rank vegetation grass

bushes, shrubs, sapling and trees girth up to 300 mm removal of stumps of

trees cut earlier and disposal of unserviceable materials (C) By mechanical

means in area of light jungle

Anand SOR 2024-25 Item code - 26117C Page No –

Excavation for foundation upto 1.5 m depth including sorting out and

2 stacking of useful materials and disposing off the excavated stuff upto

Meter lead.(B) Dense or Hard soil 0.00 Cu.mt 155.6 1.56 157.16

Anand SOR 2024-25 Item code - 04001B Page No –

Excavation for foundation for depth from 1.5 m to 3.0 m including sorting

3 out and stacking of useful materials and disposing off the excavated stuff

upto 50 Meter lead.(B) Dense or Hard soil 0.00 Cu.mt 168.81 1.69 170.50

Anand SOR 2024-25 Item code - 04002B Page No –

Excavation for foundation for depth from 3 m to 5 m including sorting out

4 and stacking of useful materials and disposing off the excavated stuff upto

Meter lead.(B) Dense or Hard soil 0.00 Cu.mt 181.13 1.81 182.94

Anand SOR 2024-25 Item code - 04003B Page No –

Providing and laying cement concrete 1:4:8 (1- Cement : 4- coarse sand : 8-

5 hand broken stone aggregates 40 mm nominal size) and curing complete

excluding cost of formwork in (A) Foundation and Plinth (upto 10 ton)

Anand SOR 2024-25 Item code - 5004A Page No –

PILE FOUNDATION

Boring holes 3.5 m deep in ordinary soil (for cast in situ piles) and getting out

6 the soil and disposal of the surplus excavated soil as directed within a lead of

50 Meter for following diameter of pipes.(iii) 300 mm

Anand SOR 2024-25 Item code - 04010C Page No –

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Boring holes 3.5 m deep in ordinary soil (for cast in situ piles) and getting out

the soil and disposal of the surplus excavated soil as directed within a lead of

50 Meter for following diameter of pipes.(iii) 300 mm Extra for under

reaming inside the bor 0.00 Nos 657.49 6.57 664.06

Anand SOR 2024-25 Item code - 04011C Page No –

ANTI TERMITE TREATMENT

Applying general insecticide pest control treatment to floors, cupboards etc

including labour material etc. complete. Using Heptachloride 20 EC. As Per

6113_pests Consentration Weight 0.50 percent is recommended one litre

chemical emulsion dillute with 39 liter of water will give. Total dillute

concrentration will be 40 litre inclusive of one litre chemical emulsion

appication 0.5 Litre chemical / Sqm of surface is recommended as per I.S

Anand SOR 2024-25 Item code - 22006 Page No –

9 RCC FOUNDATION

Providing & laying in position READY MIXED M-250 grade concrete without

flyash For reinforced cement concrete work using cement content as per

approved design mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to 20 kms having

continuous agitated mixer, manufactured as per mixed design of specified

grade for reinforced cement

concrete work including pumping of RMC at all Heights. from transit mixer to

site of laying, excluding the cost of centering shuttering , finishing and cost of

reinforcement including the cost of admixture in recommended proportion

as per I.S : 9103to accelarate / retard setting of concrete improve workability

with out impairing strength and durability as per direction of engineerin-

charge without flash in R.C.C. M 250 work with all lead and lift . (Minimum

cement level as per IS 456 shall be maintained) minimum cement level

should be 380kg/cum. Footing

Anand SOR 2024-25 Item code - 5056 Page No – 80 + basic rate of RMC

Received from indiamart

PILE CONCRETING

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing & laying in position READY MIXED M-250 grade concrete without

flyash For reinforced cement concrete work using cement content as per

approved design mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to 20 kms having

continuous agitated mixer, manufactured as per mixed design of specified

grade for reinforced cement

concrete work including pumping of RMC at all Heights. from transit mixer to

site of laying, excluding the cost of centering shuttering , finishing and cost of

reinforcement including the cost of admixture in recommended proportion

as per I.S : 9103to accelarate / retard setting of concrete improve workability

with out impairing strength and durability as per direction of engineerin-

charge without flash in R.C.C. M 250 work with all lead and lift . (Minimum

cement level as per IS 456 shall be maintained) minimum cement level

should be 380kg/cum. Pile concreting

Anand SOR 2024-25 Item code - 5056 Page No – 80 + basic rate of RMC

Received from indiamart

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

11 RCC WORK Ground Beam

Providing & laying in position READY MIXED M-250 grade concrete without

flyash For reinforced cement concrete work using cement content as per

approved design mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to 20 kms having

continuous agitated mixer, manufactured as per mixed design of specified

grade for reinforced cement

concrete work including pumping of RMC at all Heights. from transit mixer to

site of laying, including the cost of centering shuttering , finishing but

excluding the cost of reinforcement. including the cost of admixture in

recommended proportion as per I.S : 9103to accelarate / retard setting of

concrete improve workability with out impairing strength and durability as

per direction of engineerin- charge without flash in R.C.C. M 250 work with

all lead and lift . (Minimum cement level as per IS 456 shall be maintained)

minimum cement level should be 380kg/cum. Ground beam

As per rate analysis

12 RCC Ground Floor Beam

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing & laying in position READY MIXED M-250 grade concrete without

flyash For reinforced cement concrete work using cement content as per

approved design mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to 20 kms having

continuous agitated mixer, manufactured as per mixed design of specified

grade for reinforced cement

concrete work including pumping of RMC at all Heights. from transit mixer to

site of laying, including the cost of centering shuttering , finishing but

excluding the cost of reinforcement. including the cost of admixture in

recommended proportion as per I.S : 9103to accelarate / retard setting of

concrete improve workability with out impairing strength and durability as

per direction of engineerin- charge without flash in R.C.C. M 250 work with

all lead and lift . (Minimum cement level as per IS 456 shall be maintained)

minimum cement level should be 380kg/cum. Ground floor beam

As per rate analysis

13 RCC First Floor Beam

Providing & laying in position READY MIXED M-250 grade concrete without

flyash For reinforced cement concrete work using cement content as per

approved design mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to 20 kms having

continuous agitated mixer, manufactured as per mixed design of specified

grade for reinforced cement

concrete work including pumping of RMC at all Heights. from transit mixer to

site of laying, including the cost of centering shuttering , finishing but

excluding the cost of reinforcement. including the cost of admixture in

recommended proportion as per I.S : 9103to accelarate / retard setting of

concrete improve workability with out impairing strength and durability as

per direction of engineerin- charge without flash in R.C.C. M 250 work with

all lead and lift . (Minimum cement level as per IS 456 shall be maintained)

minimum cement level should be 380kg/cum. First floor beam

As per rate analysis

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

14 RCC 2 Floor Beam

Providing & laying in position READY MIXED M-250 grade concrete without

flyash For reinforced cement concrete work using cement content as per

approved design mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to 20 kms having

continuous agitated mixer, manufactured as per mixed design of specified

grade for reinforced cement

concrete work including pumping of RMC at all Heights. from transit mixer to

site of laying, including the cost of centering shuttering , finishing but

excluding the cost of reinforcement. including the cost of admixture in

recommended proportion as per I.S : 9103to accelarate / retard setting of

concrete improve workability with out impairing strength and durability as

per direction of engineerin- charge without flash in R.C.C. M 250 work with

all lead and lift . (Minimum cement level as per IS 456 shall be maintained)

minimum cement level should be 380kg/cum. Second floor beam

As per rate analysis

15 RCC 3rd Floor Beam

Providing & laying in position READY MIXED M-250 grade concrete without

flyash For reinforced cement concrete work using cement content as per

approved design mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to 20 kms having

continuous agitated mixer, manufactured as per mixed design of specified

grade for reinforced cement

concrete work including pumping of RMC at all Heights. from transit mixer to

site of laying, including the cost of centering shuttering , finishing but

excluding the cost of reinforcement. including the cost of admixture in

recommended proportion as per I.S : 9103to accelarate / retard setting of

concrete improve workability with out impairing strength and durability as

per direction of engineerin- charge without flash in R.C.C. M 250 work with

all lead and lift . (Minimum cement level as per IS 456 shall be maintained)

minimum cement level should be 380kg/cum. Third floor beam

As per rate analysis

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

16 RCC 4 Floor Beam

Providing & laying in position READY MIXED M-250 grade concrete without

flyash For reinforced cement concrete work using cement content as per

approved design mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to 20 kms having

continuous agitated mixer, manufactured as per mixed design of specified

grade for reinforced cement

concrete work including pumping of RMC at all Heights. from transit mixer to

site of laying, including the cost of centering shuttering , finishing but

excluding the cost of reinforcement. including the cost of admixture in

recommended proportion as per I.S : 9103to accelarate / retard setting of

concrete improve workability with out impairing strength and durability as

per direction of engineerin- charge without flash in R.C.C. M 250 work with

all lead and lift . (Minimum cement level as per IS 456 shall be maintained)

minimum cement level should be 380kg/cum. Fourth floor beam

As per rate analysis

17 RCC 5th Floor Beam

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing & laying in position READY MIXED M-250 grade concrete without

flyash For reinforced cement concrete work using cement content as per

approved design mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to 20 kms having

continuous agitated mixer, manufactured as per mixed design of specified

grade for reinforced cement

concrete work including pumping of RMC at all Heights. from transit mixer to

site of laying, including the cost of centering shuttering , finishing but

excluding the cost of reinforcement. including the cost of admixture in

recommended proportion as per I.S : 9103to accelarate / retard setting of

concrete improve workability with out impairing strength and durability as

per direction of engineerin- charge without flash in R.C.C. M 250 work with

all lead and lift . (Minimum cement level as per IS 456 shall be maintained)

minimum cement level should be 380kg/cum. Fifth floor beam

As per rate analysis

18 RCC Terrace Floor Beam

Providing & laying in position READY MIXED M-250 grade concrete without

flyash For reinforced cement concrete work using cement content as per

approved design mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to 20 kms having

continuous agitated mixer, manufactured as per mixed design of specified

grade for reinforced cement

concrete work including pumping of RMC at all Heights. from transit mixer to

site of laying, including the cost of centering shuttering , finishing but

excluding the cost of reinforcement. including the cost of admixture in

recommended proportion as per I.S : 9103to accelarate / retard setting of

concrete improve workability with out impairing strength and durability as

per direction of engineerin- charge without flash in R.C.C. M 250 work with

all lead and lift . (Minimum cement level as per IS 456 shall be maintained)

minimum cement level should be 380kg/cum. Terrace floor beam

As per rate analysis

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

19 RCC For Grade slab

Providing & laying in position READY MIXED M-250 grade concrete without

flyash For reinforced cement concrete work using cement content as per

approved design mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to 20 kms having

continuous agitated mixer, manufactured as per mixed design of specified

grade for reinforced cement

concrete work including pumping of RMC at all Heights. from transit mixer to

site of laying, including the cost of centering shuttering , finishing but

excluding the cost of reinforcement. including the cost of admixture in

recommended proportion as per I.S : 9103to accelarate / retard setting of

concrete improve workability with out impairing strength and durability as

per direction of engineerin- charge without flash in R.C.C. M 250 work with

all lead and lift . (Minimum cement level as per IS 456 shall be maintained)

minimum cement level should be 380kg/cum. Grade slab

As per rate analysis

20 RCC For Ground Floor slab

Providing & laying in position READY MIXED M-250 grade concrete without

flyash For reinforced cement concrete work using cement content as per

approved design mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to 20 kms having

continuous agitated mixer, manufactured as per mixed design of specified

grade for reinforced cement

concrete work including pumping of RMC at all Heights. from transit mixer to

site of laying, including the cost of centering shuttering , finishing but

excluding the cost of reinforcement. including the cost of admixture in

recommended proportion as per I.S : 9103to accelarate / retard setting of

concrete improve workability with out impairing strength and durability as

per direction of engineerin- charge without flash in R.C.C. M 250 work with

all lead and lift . (Minimum cement level as per IS 456 shall be maintained)

minimum cement level should be 380kg/cum. Ground floor slab and landing

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

As per rate analysis

21 RCC First Floor slab

Providing & laying in position READY MIXED M-250 grade concrete without

flyash For reinforced cement concrete work using cement content as per

approved design mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to 20 kms having

continuous agitated mixer, manufactured as per mixed design of specified

grade for reinforced cement

concrete work including pumping of RMC at all Heights. from transit mixer to

site of laying, including the cost of centering shuttering , finishing but

excluding the cost of reinforcement. including the cost of admixture in

recommended proportion as per I.S : 9103to accelarate / retard setting of

concrete improve workability with out impairing strength and durability as

per direction of engineerin- charge without flash in R.C.C. M 250 work with

all lead and lift . (Minimum cement level as per IS 456 shall be maintained)

minimum cement level should be 380kg/cum. First floor slab and landing

As per rate analysis

22 RCC 2nd Floor slab

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing & laying in position READY MIXED M-250 grade concrete without

flyash For reinforced cement concrete work using cement content as per

approved design mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to 20 kms having

continuous agitated mixer, manufactured as per mixed design of specified

grade for reinforced cement

concrete work including pumping of RMC at all Heights. from transit mixer to

site of laying, including the cost of centering shuttering , finishing but

excluding the cost of reinforcement. including the cost of admixture in

recommended proportion as per I.S : 9103to accelarate / retard setting of

concrete improve workability with out impairing strength and durability as

per direction of engineerin- charge without flash in R.C.C. M 250 work with

all lead and lift . (Minimum cement level as per IS 456 shall be maintained)

minimum cement level should be 380kg/cum. Second floor slab and landing

As per rate analysis

23 RCC 3rd Floor slab

Providing & laying in position READY MIXED M-250 grade concrete without

flyash For reinforced cement concrete work using cement content as per

approved design mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to 20 kms having

continuous agitated mixer, manufactured as per mixed design of specified

grade for reinforced cement

concrete work including pumping of RMC at all Heights. from transit mixer to

site of laying, including the cost of centering shuttering , finishing but

excluding the cost of reinforcement. including the cost of admixture in

recommended proportion as per I.S : 9103to accelarate / retard setting of

concrete improve workability with out impairing strength and durability as

per direction of engineerin- charge without flash in R.C.C. M 250 work with

all lead and lift . (Minimum cement level as per IS 456 shall be maintained)

minimum cement level should be 380kg/cum. Third floor slab and landing

As per rate analysis

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

24 RCC 4 Floor slab

Providing & laying in position READY MIXED M-250 grade concrete without

flyash For reinforced cement concrete work using cement content as per

approved design mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to 20 kms having

continuous agitated mixer, manufactured as per mixed design of specified

grade for reinforced cement

concrete work including pumping of RMC at all Heights. from transit mixer to

site of laying, including the cost of centering shuttering , finishing but

excluding the cost of reinforcement. including the cost of admixture in

recommended proportion as per I.S : 9103to accelarate / retard setting of

concrete improve workability with out impairing strength and durability as

per direction of engineerin- charge without flash in R.C.C. M 250 work with

all lead and lift . (Minimum cement level as per IS 456 shall be maintained)

minimum cement level should be 380kg/cum. Fourth floor slab and landing

As per rate analysis

25 RCC 5th Floor slab

Providing & laying in position READY MIXED M-250 grade concrete without

flyash For reinforced cement concrete work using cement content as per

approved design mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to 20 kms having

continuous agitated mixer, manufactured as per mixed design of specified

grade for reinforced cement

concrete work including pumping of RMC at all Heights. from transit mixer to

site of laying, including the cost of centering shuttering , finishing but

excluding the cost of reinforcement. including the cost of admixture in

recommended proportion as per I.S : 9103to accelarate / retard setting of

concrete improve workability with out impairing strength and durability as

per direction of engineerin- charge without flash in R.C.C. M 250 work with

all lead and lift . (Minimum cement level as per IS 456 shall be maintained)

minimum cement level should be 380kg/cum. Fifth floor slab and landing

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

As per rate analysis

26 RCC Terrace Floor slab

Providing & laying in position READY MIXED M-250 grade concrete without

flyash For reinforced cement concrete work using cement content as per

approved design mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to 20 kms having

continuous agitated mixer, manufactured as per mixed design of specified

grade for reinforced cement

concrete work including pumping of RMC at all Heights. from transit mixer to

site of laying, including the cost of centering shuttering , finishing but

excluding the cost of reinforcement. including the cost of admixture in

recommended proportion as per I.S : 9103to accelarate / retard setting of

concrete improve workability with out impairing strength and durability as

per direction of engineerin- charge without flash in R.C.C. M 250 work with

all lead and lift . (Minimum cement level as per IS 456 shall be maintained)

minimum cement level should be 380kg/cum. Terrace floor slab and landing

As per rate analysis

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing & laying in position READY MIXED M-250 grade concrete without

flyash For reinforced cement concrete work using cement content as per

approved design mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to 20 kms having

continuous agitated mixer, manufactured as per mixed design of specified

grade for reinforced cement

concrete work including pumping of RMC at all Heights. from transit mixer to

site of laying, including the cost of centering shuttering , finishing but

excluding the cost of reinforcement. including the cost of admixture in

recommended proportion as per I.S : 9103to accelarate / retard setting of

concrete improve workability with out impairing strength and durability as

per direction of engineerin- charge without flash in R.C.C. M 250 work with

all lead and lift . (Minimum cement level as per IS 456 shall be maintained)

minimum cement level should be 380kg/cum. First floor loft

As per rate analysis

Providing & laying in position READY MIXED M-250 grade concrete without

flyash For reinforced cement concrete work using cement content as per

approved design mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to 20 kms having

continuous agitated mixer, manufactured as per mixed design of specified

grade for reinforced cement

concrete work including pumping of RMC at all Heights. from transit mixer to

site of laying, including the cost of centering shuttering , finishing but

excluding the cost of reinforcement. including the cost of admixture in

recommended proportion as per I.S : 9103to accelarate / retard setting of

concrete improve workability with out impairing strength and durability as

per direction of engineerin- charge without flash in R.C.C. M 250 work with

all lead and lift . (Minimum cement level as per IS 456 shall be maintained)

minimum cement level should be 380kg/cum. Second floor loft

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

As per rate analysis

Providing & laying in position READY MIXED M-250 grade concrete without

flyash For reinforced cement concrete work using cement content as per

approved design mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to 20 kms having

continuous agitated mixer, manufactured as per mixed design of specified

grade for reinforced cement

concrete work including pumping of RMC at all Heights. from transit mixer to

site of laying, including the cost of centering shuttering , finishing but

excluding the cost of reinforcement. including the cost of admixture in

recommended proportion as per I.S : 9103to accelarate / retard setting of

concrete improve workability with out impairing strength and durability as

per direction of engineerin- charge without flash in R.C.C. M 250 work with

all lead and lift . (Minimum cement level as per IS 456 shall be maintained)

minimum cement level should be 380kg/cum. Third floor loft

As per rate analysis

30 FORTH Floor Loft

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing & laying in position READY MIXED M-250 grade concrete without

flyash For reinforced cement concrete work using cement content as per

approved design mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to 20 kms having

continuous agitated mixer, manufactured as per mixed design of specified

grade for reinforced cement

concrete work including pumping of RMC at all Heights. from transit mixer to

site of laying, including the cost of centering shuttering , finishing but

excluding the cost of reinforcement. including the cost of admixture in

recommended proportion as per I.S : 9103to accelarate / retard setting of

concrete improve workability with out impairing strength and durability as

per direction of engineerin- charge without flash in R.C.C. M 250 work with

all lead and lift . (Minimum cement level as per IS 456 shall be maintained)

minimum cement level should be 380kg/cum. Fourth floor loft

As per rate analysis

31 FIFTH Floor Loft

Providing & laying in position READY MIXED M-250 grade concrete without

flyash For reinforced cement concrete work using cement content as per

approved design mix manufactured in fully automatic batching plant and

transported to site of work in transit mixer for a lead up to 20 kms having

continuous agitated mixer, manufactured as per mixed design of specified

grade for reinforced cement

concrete work including pumping of RMC at all Heights. from transit mixer to

site of laying, including the cost of centering shuttering , finishing but

excluding the cost of reinforcement. including the cost of admixture in

recommended proportion as per I.S : 9103to accelarate / retard setting of

concrete improve workability with out impairing strength and durability as

per direction of engineerin- charge without flash in R.C.C. M 250 work with

all lead and lift . (Minimum cement level as per IS 456 shall be maintained)

minimum cement level should be 380kg/cum. Fifth floor loft

As per rate analysis

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

32 RCC water tank

Providing and laying in position Ready Mixed M-350 grade concrete for

reinforced cement conctere work , using cement content as per approved

Design Mix manufactured in fully automatic batching plant and transported

to site of work in transit mixer for a lead up to 20 kms having continuous

agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit

mixer to site of laying, including the cost of centering shuttering finishing and

excluding reinforcement, including cost of admixtures in recommended

proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve

workability without impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash(Min cement level as per latest IS

shall be maintained) (Cement level 425 kg ) For Water Tank

As per rate analysis

Providing formwork of ordinary timber planking so as to give a rough finish

including centering shuttering strutting and propping etc. Height of propping

and centering below supporting floor to ceiling not exceeding 4 M. and

removal of the same for in situ reinforced concrete and plain concrete work

in. (A) Foundations Footings Bases of Columns etc. and Mass concrete. (upto

Anand SOR 2024-25 Item code - 09001A Page No –

Providing formwork of ordinary timber planking so as to give a rough finish

including centering shuttering strutting and propping etc. height of propping

and centering below supporting floor to ceiling not exceeding 4 M. and

removal of the same for in situ reinforced concrete and plain concrete work

in. (M) Staircase with sloping or stepped soffits including risers and stringers

excluding landing. (upto 10 ton)

Anand SOR 2024-25 Item code - 09001M Page No –

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing formwork of ordinary timber planking so as to give a rough finish

including centering shuttering strutting and propping etc. height of propping

and centering below supporting floor to ceiling not exceeding 4 M. and

removal of the same for in situ reinforced concrete and plain concrete work

in. (C) Vertical surface such as walls (any thickness) partitions and the like

including attached buttresses & string course & the like. (upto 10 ton)

Anand SOR 2024-25 Item code - 09001C Page No –

Providing and laying cement concrete 1:1.5:3 (1- Cement : 1.5- Coarse sand :

36 3- crushed stone aggregates 20 mm nominal size) and curing complete

including cost of formwork in (A) Wall Caps / Coping (upto 10 ton)

As per rate analysis

Providing and laying controlled cement concrete M.250

exposed work with curing etc. complete including the

cost of formwork but excluding the cost of reinforcement

for R.C.C. work in (B) COLUMNS:(ii) Having

cross-sectional area more than 0.08 Sq.M and upto 0.12 Sq.m for ground

Anand SOR 2024-25 Item code - 05034B2 Page No –

Providing and laying controlled cement concrete M.250

exposed work with curing etc. complete including the

38 cost of formwork but excluding the cost of reinforcement

for R.C.C. work in (B) COLUMNS:(ii) Having

cross-sectional area more than 0.08 Sq.M and upto 0.12 Sq.m for first floor

Anand SOR 2024-25 Item code - 05034B2, 5015A Page No -78 &

Providing and laying controlled cement concrete M.250

exposed work with curing etc. complete including the

cost of formwork but excluding the cost of reinforcement

for R.C.C. work in (B) COLUMNS:(ii) Having

cross-sectional area more than 0.08 Sq.M and upto 0.12 Sq.m for second

Anand SOR 2024-25 Item code - 05034B2, 5015 Page No - 80 &

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing and laying controlled cement concrete M.250

exposed work with curing etc. complete including the

40 cost of formwork but excluding the cost of reinforcement

for R.C.C. work in (B) COLUMNS:(ii) Having

cross-sectional area more than 0.08 Sq.M and upto 0.12sq.m for third floor

Anand SOR 2024-25 Item code - 05034B2, 5015 Page No -80 &

Providing and laying controlled cement concrete M.250

exposed work with curing etc. complete including the

41 cost of formwork but excluding the cost of reinforcement

for R.C.C. work in (B) COLUMNS:(ii) Having

cross-sectional area more than 0.08 Sq.M and upto 0.12Sq.m forth floor

Anand SOR 2024-25 Item code - 05034B2, 5015 Page No -78 &

Providing and laying controlled cement concrete M.250

exposed work with curing etc. complete including the

42 cost of formwork but excluding the cost of reinforcement

for R.C.C. work in (B) COLUMNS:(ii) Having

cross-sectional area more than 0.08 Sq.M and upto 0.12Sq.m for fifth floor

Anand SOR 2024-25 Item code - 05034B2, 5015 Page No - 78 &

Providing and laying controlled cement concrete M.250 and curing complete

including the cost of formwork but excluding the cost of reinforcement for

reinforced concrete work in (B) Columns : Having cross sectional area more

than 0.12 Sq.mt and upto 0.18 Sq.mt. upto G.L & Ground floor

Anand SOR 2024-25 Item code - 05034B3 Page No -

Providing and laying controlled cement concrete M.250 and curing complete

including the cost of formwork but excluding the cost of reinforcement for

reinforced concrete work in (B) Columns : Having cross sectional area more

than 0.12 Sq.mt and upto 0.18 Sq.mt First floor level

Anand SOR 2024-25 Item code - 05034B3, 5015 Page No - 78 &

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing and laying controlled cement concrete M.250 and curing complete

including the cost of formwork but excluding the cost of reinforcement for

reinforced concrete work in (B) Columns : Having cross sectional area more

than 0.12 Sq.mt and upto 0.18 Sq.mt Second floor level

Anand SOR 2024-25 Item code - 05034B3, 5015 Page No - 78 &

Providing and laying controlled cement concrete M.250 and curing complete

including the cost of formwork but excluding the cost of reinforcement for

reinforced concrete work in (B) Columns : Having cross sectional area more

than 0.12 Sq.mt and upto 0.18 Sq.mt Third floor level

Anand SOR 2015-16 Item code - 05034B3, 5015 Page No – 78 &

Providing and laying controlled cement concrete M.250 and curing complete

including the cost of formwork but excluding the cost of reinforcement for

reinforced concrete work in (B) Columns : Having cross sectional area more

than 0.12 Sq.mt and upto 0.18 Sq.mt Fourth floor level

Anand SOR 2015-16 Item code - 05034B3, 5015 Page No - 78 &

Providing and laying controlled cement concrete M.250 and curing complete

including the cost of formwork but excluding the cost of reinforcement for

reinforced concrete work in (B) Columns : Having cross sectional area more

than 0.12 Sq.mt and upto 0.18 Sq.mt Fifth floor level

Anand SOR 2024-25 Item code - 05034B3, 5015 Page No - 78 &

Providing and laying controlled cement concrete M.250 and curing complete

including the cost of formwork but excluding the cost of reinforcement for

reinforced concrete work in (B) Columns : Having cross sectional area more

than 0.12 Sq.mt and upto 0.18 Sq.mt Terrace floor level

Anand SOR 2024-25 Item code - 05034B3, 5015 Page No -78 &

Providing and laying controlled cement concrete M.200 for curing complete

50 excluding cost of formwork and reinforcement for reinforced concrete work

in (E) Staircases excluding landing upto floor two level (upto 10 ton)

Anand SOR 2024-25 Item code - 05024E Page No –

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing and laying controlled cement concrete M.200 for curing complete

excluding cost of formwork and reinforcement for reinforced concrete work

in (E) Staircases excluding landing upto floor two level (upto 10 ton) First

floor level 3.40 cumt 5624.71 56.25 5680.96

Anand SOR 2024-25 Item code - 05024E Page No –71

Providing and laying controlled cement concrete M.200 for curing complete

excluding cost of formwork and reinforcement for reinforced concrete work

in (E) Staircases excluding landing upto floor two level (upto 10 ton) Second

floor level 3.40 cumt 5665.42 56.65 5722.07

Anand SOR 2024-25 Item code - 05024E Page No –71

Providing and laying controlled cement concrete M.200 for curing complete

excluding cost of formwork and reinforcement for reinforced concrete work

in (E) Staircases excluding landing upto floor two level (upto 10 ton) Third

floor level 3.40 cumt 5706.13 57.06 5763.19

Anand SOR 2024-25 Item code - 05024E Page No –

Providing and laying controlled cement concrete M.200 for curing complete

excluding cost of formwork and reinforcement for reinforced concrete work

in (E) Staircases excluding landing upto floor two level (upto 10 ton) Fourth

floor level 0.00 cumt 5746.84 57.47 5804.31

Anand SOR 2024-25 Item code - 05024E Page No –

Providing and laying controlled cement concrete M.200 for curing complete

excluding cost of formwork and reinforcement for reinforced concrete work

in (E) Staircases excluding landing upto floor two level (upto 10 ton) Fifth

floor level 0.00 cumt 5787.55 57.88 5845.43

Anand SOR 2015-16 Item code - 05024E Page No –

Providing and laying controlled cement concrete M.200 for curing complete

excluding cost of formwork and reinforcement for reinforced concrete work

in (E) Staircases excluding landing upto floor two level (upto 10 ton) Terrace

Anand SOR 2024-25 Item code - 05024E Page No -

Providing and laying controlled cement concrete M.200 and curing complete

excluding the cost of formwork and reinforcement for reinforced concrete

work in (K) Vertical and Horizontial its upto floor two level. (upto 10 ton)

Ground floor level. Lift wall 4.14 cumt 4792.64 47.93 4840.57

Anand SOR 2024-25 Item code - 05024K, Page No –

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing and laying controlled cement concrete M.200 and curing complete

excluding the cost of formwork and reinforcement for reinforced concrete

work in (K) Vertical and Horizontial its upto floor two level. (upto 10 ton) First

floor level) Lift wall 2.59 cumt 4833.35 48.33 4881.68

Anand SOR 2024-25 Item code - 05024K, Page No –

Providing and laying controlled cement concrete M.200 and curing complete

excluding the cost of formwork and reinforcement for reinforced concrete

work in (K) Vertical and Horizontial its upto floor two level. (upto 10 ton) .

Second floor level. Lift wall 2.59 cumt 4874.06 48.74 4922.80

Anand SOR 2024-25 Item code - 05024K, Page No -71

Providing and laying controlled cement concrete M.200 and curing complete

excluding the cost of formwork and reinforcement for reinforced concrete

work in (K) Vertical and Horizontial its upto floor two level. (upto 10 ton)

Third floor level Lift wall 2.59 cumt 4914.77 49.15 4963.92

Anand SOR 2024-25 Item code - 05024K, Page No -

Providing and laying controlled cement concrete M.200 and curing complete

excluding the cost of formwork and reinforcement for reinforced concrete

work in (K) Vertical and Horizontial its upto floor two level. (upto 10 ton)

Fourth floor level Lift wall 0.00 cumt 4955.48 49.55 5005.03

Anand SOR 2024-25 Item code - 05024K, Page No –71

Providing and laying controlled cement concrete M.200 and curing complete

excluding the cost of formwork and reinforcement for reinforced concrete

work in (K) Vertical and Horizontial its upto floor two level. (upto 10 ton)

Fifth floor level Lift wall 0.00 cumt 4996.19 49.96 5046.15

Anand SOR 2024-25 Item code - 05024K, Page No -

Providing and laying controlled cement concrete M.200 and curing complete

excluding the cost of formwork and reinforcement for reinforced concrete

work in (K) Vertical and Horizontial its upto floor two level. (upto 10 ton)

Terrace floor level Lift wall 2.59 Cu.mt 5036.90 50.37 5087.27

Anand SOR 2024-25 Item code - 05024K, Page No -72,

Providing and laying controlled cement concrete M.200 and curing complete

including the cost of new ply formwork and excluding reinforcement for

reinforced concrete work in (C) Lintels upto floor two level. (upto 10 ton)

Anand SOR 2024-25 Item code - 05024C Page No –

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing and laying controlled cement concrete M.200 and curing complete

65 including the cost of new ply formwork and excluding reinforcement for

reinforced concrete work in (C) Lintels (upto 10 ton) First floor

Anand SOR 2024-25 Item code - 05024C Page No –

Providing and laying controlled cement concrete M.200 and curing complete

66 including the cost of new ply formwork and excluding reinforcement for

reinforced concrete work in (C) Lintels (upto 10 ton) Second floor

Anand SOR 2024-25 Item code - 05024C Page No –

Providing and laying controlled cement concrete M.200 and curing complete

67 including the cost of new ply formwork and excluding reinforcement for

reinforced concrete work in (C) Lintels (upto 10 ton) Third floor

Anand SOR 2024-25 Item code - 05024C Page No –

Providing and laying controlled cement concrete M.200 and curing complete

68 including the cost of new ply formwork and excluding reinforcement for

reinforced concrete work in (C) Lintels (upto 10 ton) Fourth floor

Anand SOR 2024-25 Item code - 05024C Page No –71

Providing and laying controlled cement concrete M.200 and curing complete

69 including the cost of new ply formwork and excluding reinforcement for

reinforced concrete work in (C) Lintels (upto 10 ton) Fifth floor

Anand SOR 2024-25 Item code - 05024C Page No –

Providing and laying controlled cement concrete M.200 and curing complete

70 including the cost of new ply formwork and excluding reinforcement for

reinforced concrete work in (C) Lintels (upto 10 ton)Terrace floor

Anand SOR 2024-25 Item code - 05024C Page No –

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing and laying ordinery cement concrete 1:1.5:3 (1- Cement : 1.5-

Coarse sand : 3- graded stone aggregates 20 mm nominal size) for reinforced

concrete Chhajjas exceeding 10cm. thickness above floor two level including

finishing the exposed surfaces with cement mortar 1:3 (1-cement, 3 Fine

sand) to give a smooth and even surface centering and formwork and curing

complete excluding cost of reinforcement. First floor

As per rate analysis 05012A page 68 +1.5*300 ( cement )

Providing and laying ordinery cement concrete 1:1.5:3 (1- Cement : 1.5-

Coarse sand : 3- graded stone aggregates 20 mm nominal size) for reinforced

concrete Chhajjas exceeding 10cm. thickness above floor two level including

finishing the exposed surfaces with cement mortar 1:3 (1-cement, 3 Fine

sand) to give a smooth and even surface centering and formwork and curing

complete excluding cost of reinforcement. First floor

As per rate analysis & Anand SOR 2024-25 Item code - 5015 Page No –68

Providing and laying ordinery cement concrete 1:1.5:3 (1- Cement : 1.5-

Coarse sand : 3- graded stone aggregates 20 mm nominal size) for reinforced

concrete Chhajjas exceeding 10cm. thickness including finishing the exposed

surfaces with cement mortar 1:3 (1-cement, 3 Fine sand) to give a smooth

and even surface centering and formwork and curing complete excluding

cost of reinforcement. Second floor

As per rate analysis & Anand SOR 2024-25 Item code - 5015 Page No –68

Providing and laying ordinery cement concrete 1:1.5:3 (1- Cement : 1.5-

Coarse sand : 3- graded stone aggregates 20 mm nominal size) for reinforced

concrete Chhajjas exceeding 10cm. thickness including finishing the exposed

surfaces with cement mortar 1:3 (1-cement, 3 Fine sand) to give a smooth

and even surface centering and formwork and curing complete excluding

cost of reinforcement. Third floor

As per rate analysis & Anand SOR 2024-25 Item code - 5015 Page No –

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing and laying ordinery cement concrete 1:1.5:3 (1- Cement : 1.5-

Coarse sand : 3- graded stone aggregates 20 mm nominal size) for reinforced

concrete Chhajjas exceeding 10cm. thickness including finishing the exposed

surfaces with cement mortar 1:3 (1-cement, 3 Fine sand) to give a smooth

and even surface centering and formwork and curing complete excluding

cost of reinforcement. Fourth floor

As per rate analysis & Anand SOR 2024-25 Item code - 5015 Page No –

Providing and laying ordinery cement concrete 1:1.5:3 (1- Cement : 1.5-

Coarse sand : 3- graded stone aggregates 20 mm nominal size) for reinforced

concrete Chhajjas exceeding 10cm. thickness including finishing the exposed

surfaces with cement mortar 1:3 (1-cement, 3 Fine sand) to give a smooth

and even surface centering and formwork and curing complete excluding

cost of reinforcement. Fifth floor

As per rate analysis & Anand SOR 2024-25 Item code - 5015 Page No –

Providing and laying ordinery cement concrete 1:1.5:3 (1- Cement : 1.5-

Coarse sand : 3- graded stone aggregates 20 mm nominal size) for reinforced

concrete Chhajjas exceeding 10cm. thickness including finishing the exposed

surfaces with cement mortar 1:3 (1-cement, 3 Fine sand) to give a smooth

and even surface centering and formwork and curing complete excluding

cost of reinforcement. Terrace floor

As per rate analysis & Anand SOR 2024-25 Item code - 5015 Page No –

REINFORCMENT QUANTITY

Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including

78 bending, binding and placing in position complete upto floor two level (upto

Anand SOR 2024-25 Item code - 05014C Page No –

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing and applying Anti Corossive Rebar Coating Chemical on existing

exposed TMT Bar FE 500/500D reinforcement for R.C.C. work including

78 A procurement of Branded and aproved quality of antirust paint , applying on

exposed reinforcement in 2 coats of including scratching and removing rust

from existing exposed reinforcement (upto 10 ton)

Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including

79 bending, binding and placing in position complete For First floor level. (upto

Anand SOR 2024-25 Item code - 05014C, 5016 Page No –

Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including

80 bending, binding and placing in position complete For Second floor level.

Anand SOR 2024-25 Item code - 05014C, 5016 Page No –68

Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including

81 bending, binding and placing in position complete For Third floor level. (upto

Anand SOR 2024-25 Item code - 05014C, 5016 Page No –

Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including

82 bending, binding and placing in position complete For Fourth floor level.

Anand SOR 2024-25 Item code - 05014C, 5016 Page No –

Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including

83 bending, binding and placing in position complete For Fifth floor level. (upto

Anand SOR 2024-25 Item code - 05014C, 5016 Page No –

Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including

84 bending, binding and placing in position complete For Terrace floor level.

Anand SOR 2024-25 Item code - 05014C, 5016 Page No –

Providing and applying anti-corrosive treatment with polymer base materials

to the steel reinforcement including descaling the dust and applying the

preventive coating of approved make (for the R.C.C. structures near coastal

area only) etc complete. 7.50 MT 4127.68 41.28 4168.96

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Anand SOR 2024-25 Item code -05035 Page No –

FILLING QUANTITY

Filling available excavated earth (excluding rock) in trenches. plinth, sides of

85 foundations etc. in layers not exceeding 20 cm. in depth consolidating each

disposited layer by ramming and watering.

Anand SOR 2024-25 Item code - 04006 Page No –

Filling in foundation and plinth with murrum or selected soil in layers of

86 20cm. thickness including watering, ramming and consolidating etc.

complete. (upto 10 ton) 0.00 Cu.mt 291.47 2.91 294.38

Anand SOR 2024-25 Item code - 04008A Page No –

Providing and fixing chicken mesh of 22 gauge, with about 30 cm. width at

the junction of R.C.C members and brick work, of approved quality including

fixing mesh in position by necessary drilling in concrete or/B.B.masonry and

or tying by binding wire etc. complete.

Anand SOR 2024-25 Item code -M152 Page No –

Brick work using common burnt clay building bricks having crushing strength

88 not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5 (1-

Cement : 5 - fine sand)(B) Conventional (upto 10 ton) (B) Conventional.

Anand SOR 2024-25 Item code - 06001B Page No –

Brick work using common burnt clay building bricks having crushing strength

not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5 (1-

89 Cement : 5 - fine sand)(B) Conventional (upto 10 ton) Extra for brick work in

superstructure above plinth level upto floor two level (B) Conventional.

Ground floor 59.86 Cu.mt 4481.99 44.82 4526.81

Anand SOR 2024-25 Item code - 06001B, 06006B Page No - 84 &

Brick work using common burnt clay building bricks having crushing strength

not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5 (1-

Cement : 5 -fine sand)(B) Conventional (upto 10 ton) Extra for brick work in

superstructure above floor two level (B) Conventional. First floor

Anand SOR 2024-25 Item code - 06001B, 06006B, 06007A2 Page No -84 &

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Brick work using common burnt clay building bricks having crushing strength

not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5 (1-

Cement : 5 -fine sand)(B) Conventional (upto 10 ton) Extra for brick work in

superstructure above floor two level (B) Conventional. Second floor

Anand SOR 2024-25 Item code - 06001B, 06006B, 06007A2 Page No - 84 &

Brick work using common burnt clay building bricks having crushing strength

not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5 (1-

Cement : 5 -fine sand)(B) Conventional (upto 10 ton) Extra for brick work in

superstructure above floor two level (B) Conventional.Third floor

Anand SOR 2024-25 Item code - 06001B, 06006B, 06007A2 Page No -84 &

Brick work using common burnt clay building bricks having crushing strength

not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5 (1-

Cement : 5 -fine sand)(B) Conventional (upto 10 ton) Extra for brick work in

superstructure above floor two level (B) Conventional. Fourth floor

Anand SOR 2024-25 Item code - 06001B, 06006B, 06007A2 Page No -84 &

Brick work using common burnt clay building bricks having crushing strength

not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5 (1-

Cement : 5 -fine sand)(B) Conventional (upto 10 ton) Extra for brick work in

superstructure above floor two level (B) Conventional. Fifth floor

Anand SOR 2015-16 Item code - 06001B, 06006B, 06007A2 Page No - 84 &

Brick work using common burnt clay building bricks having crushing strength

not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5 (1-

Cement : 5 -fine sand)(B) Conventional (upto 10 ton) Extra for brick work in

superstructure above floor two level (B) Conventional. Terrace floor

Anand SOR 2024-25 Item code - 06001B, 06006B, 06007A2 Page No -84 &

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

(i) Half brick masonry in common brunt clay building bricks having crushing

strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -

96 coarse sand ) in foundation and plinth. Extra for half brick masonry in

superstructure above plinth level upto floor two level. (B) Conventional (upto

10 ton) Ground floor 25.47 Sq.mt 623.6 6.24 629.84

Anand SOR 2024-25 Item code - 06008A2 Page No –

(i) Half brick masonry in common brunt clay building bricks having crushing

strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -

97 coarse sand ) in foundation and plinth. Extra for half brick masonry in

superstructure above floor two level. (B) Conventional (upto 10 ton) First

Anand SOR 2024-25 Item code - 06008A2, 06010B Page No - 86 &

(i) Half brick masonry in common brunt clay building bricks having crushing

strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -

98 coarse sand ) in foundation and plinth. Extra for half brick masonry in

superstructure above floor two level. (B) Conventional (upto 10 ton) Second

Anand SOR 2024-25 Item code - 06008A2, 06010B Page No -86 &

(i) Half brick masonry in common brunt clay building bricks having crushing

strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -

99 coarse sand ) in foundation and plinth. Extra for half brick masonry in

superstructure above floor two level. (B) Conventional (upto 10 ton) Third

Anand SOR 2015-16 Item code - 06008A2, 06010B & 06011B Page No - 86 &

(i) Half brick masonry in common brunt clay building bricks having crushing

strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -

100 coarse sand ) in foundation and plinth. Extra for half brick masonry in

superstructure above floor two level. (B) Conventional (upto 10 ton) Fourth

Anand SOR 2024-25 Item code - 06008A2, 06010B Page No - 86 &

(i) Half brick masonry in common brunt clay building bricks having crushing

strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -

101 coarse sand ) in foundation and plinth. Extra for half brick masonry in

superstructure above floor two level. (B) Conventional (upto 10 ton) Fifth

Anand SOR 2024-25 Item code - 06008A2, 06010B Page No - 86 &

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

(i) Half brick masonry in common brunt clay building bricks having crushing

strength not less than 35 Kg/Sq.Cm. in Cement mortar 1:4 (1- Cement : 4 -

102 coarse sand ) in foundation and plinth. Extra for half brick masonry in

superstructure above floor two level. (B) Conventional (upto 10 ton)

Staircabin 37.09 Sq.mt 971.9 9.72 981.62

Anand SOR 2024-25 Item code - 06008A2, 06010B Page No - 86 &

providing supplying and laying dry charcol having dry density not more then

250kg/cum including lift up to 5th floor slab etc comp 23.11 Cu.mt 7500 75.00 7575.00

Providing 10mm thick cement plaster in single coat on brick/concrete walls

for interior plastering upto floor two level and finished even and smooth in &

finishing with a floating coat of neat cement slurry (i)Cement mortar 1:3 (1-

cement:3-sand) Ground floor ( common toilet)

Anand SOR 2024-25 Item code - 17001A, 17004 Page No –

Providing 10mm thick cement plaster in single coat on brick/concrete walls

for interior plastering above floor two level and finished even and smooth in

& finishing with a floating coat of neat cement slurry (i)Cement mortar 1:3 (1-

cement:3-sand) First floor (W.C &Bath)

Anand SOR 2024-25 Item code - 17001A, 17004, 17007A Page No –

Providing 10mm thick cement plaster in single coat on brick/concrete walls

for interior plastering for third level and finished even and smooth in &

finishing with a floating coat of neat cement slurry (i)Cement mortar 1:3 (1-

cement:3-sand) Second floor (W.C &Bath)

Anand SOR 2024-25 Item code - 17001A, 17004, 17007A Page No –

Providing 10mm thick cement plaster in single coat on brick/concrete walls

for interior plastering for fourth level and finished even and smooth in &

finishing with a floating coat of neat cement slurry (i)Cement mortar 1:3 (1-

cement:3-sand) Third floor (W.C &Bath)

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Anand SOR 2024-25 Item code - 17001A, 17004, 17007A Page No –

Providing 10mm thick cement plaster in single coat on brick/concrete walls

for interior plastering for fifth level and finished even and smooth in &

finishing with a floating coat of neat cement slurry (i)Cement mortar 1:3 (1-

cement:3-sand) Fourth floor (W.C &Bath)

Anand SOR 2024-25 Item code - 17001A, 17004, 17007A Page No –

Providing 10mm thick cement plaster in single coat on brick/concrete walls

for interior plastering for sixth level and finished even and smooth in &

finishing with a floating coat of neat cement slurry (i)Cement mortar 1:3 (1-

cement:3-sand) Fifth floor (W.C &Bath)

Anand SOR 2024-25 Item code - 17001A, 17004, 17007A Page No –

Providing 15mm thick cement plaster in single coat on brick/concrete walls

for interior plastering upto floor two level and finished even and smooth in &

finishing with a floating coat of neat cement slurry (i)Cement mortar 1:3 (1-

cement:3-sand) Ground floor

Anand SOR 2024-25 Item code - 17002A, 17004 Page No –

Providing 15mm thick cement plaster in single coat on brick/concrete walls

for interior plastering above floor two level and finished even and smooth in

& finishing with a floating coat of neat cement slurry (i)Cement mortar 1:3 (1-

cement:3-sand) First floor

Anand SOR 2024-25 Item code - 17002A, 17004, 17007A Page No –

Providing 15mm thick cement plaster in single coat on brick/concrete walls

for interior plastering for third level and finished even and smooth in &

finishing with a floating coat of neat cement slurry (i)Cement mortar 1:3 (1-

cement:3-sand) Second floor 1329.05 Sq.mt 299.2 2.99 302.19

Anand SOR 2024-25 Item code - 17002A, 17004 Page No –

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing 15mm thick cement plaster in single coat on brick/concrete walls

for interior plastering for fourth level and finished even and smooth in &

finishing with a floating coat of neat cement slurry (i)Cement mortar 1:3 (1-

cement:3-sand) Third floor 1329.05 Sq.mt 322.86 3.23 326.09

Anand SOR 2024-25 Item code - 17002A, 17004 Page No –

Providing 15mm thick cement plaster in single coat on brick/concrete walls

for interior plastering for fifth level and finished even and smooth in &

finishing with a floating coat of neat cement slurry (i)Cement mortar 1:3 (1-

cement:3-sand) Fourth floor 0.00 Sq.mt 346.52 3.47 349.99

Anand SOR 2024-25 Item code - 17002A, 17004 Page No –

Providing 15mm thick cement plaster in single coat on brick/concrete walls

for interior plastering for sixth level and finished even and smooth in &

finishing with a floating coat of neat cement slurry (i)Cement mortar 1:3 (1-

cement:3-sand) Fifth floor 9.87 Sq.mt 370.18 3.70 373.88

Anand SOR 2024-25 Item code - 17002A, 17004 Page No –

Providing 15mm thick cement plaster in single coat on brick/concrete walls

for interior plastering for seventh level and finished even and smooth in &

finishing with a floating coat of neat cement slurry (i)Cement mortar 1:3 (1-

cement:3-sand) Staircabin 138.46 Sq.mt 393.84 3.94 397.78

Anand SOR 2024-25 Item code - 17002A, 17004 Page No –

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of

single or half brick walls for interior plastering upto floor two level and

finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand)

finishing with a floating coat of neat cement slurry. (upto 10 ton) for

plastering on ceilings and sofits of stairs upto floor two level instead of

plastering on walls. Ground floor ceiling & landing

Anand SOR 2024-25 Item code - 17002A, 17004, 17006, Page No –

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of

single or half brick walls for interior plastering above floor two level for every

additional storey height and finished even and smooth in (i) Cement mortar

117 1:3 (1-cement:3-sand) finishing with a floating coat of neat cement slurry.

(upto 10 ton) for plastering on ceilings and sofits of stairs above floor two

level for every additional storey height instead of plastering on walls. First

floor ceiling & landing

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Anand SOR 2024-25 Item code - 17002A, 17004, 17006, Page No –

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of

single or half brick walls for interior plastering above floor two level for every

additional storey height and finished even and smooth in (i) Cement mortar

118 1:3 (1-cement:3-sand) finishing with a floating coat of neat cement slurry.

(upto 10 ton) for plastering on ceilings and sofits of stairs above floor two

level for every additional storey height instead of plastering on walls. Second

floor ceiling & landing

Anand SOR 2024-25 Item code - 17002A, 17004, 17006, Page No –

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of

single or half brick walls for interior plastering above floor two level for every

additional story height and finished even and smooth in (i) Cement mortar

119 1:3 (1-cement:3-sand) finishing with a floating coat of neat cement slurry.

(upto 10 ton) for plastering on ceilings and sofits of stairs above floor two

level for every additional story height instead of plastering on walls. Third

floor ceiling & landing

Anand SOR 2015-16 Item code - 17002A, 17004, 17006, 17008 Page No -

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of

single or half brick walls for interior plastering above floor two level for every

additional storey height and finished even and smooth in (i) Cement mortar

120 1:3 (1-cement:3-sand) finishing with a floating coat of neat cement slurry.

(upto 10 ton) for plastering on ceilings and sofits of stairs above floor two

level for every additional storey height instead of plastering on walls. Fourth

floor ceiling & landing

Anand SOR 2024-25 Item code - 17002A, 17004, 17006, Page No -143,144

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of

single or half brick walls for interior plastering above floor two level for every

additional storey height and finished even and smooth in (i) Cement mortar

121 1:3 (1-cement:3-sand) finishing with a floating coat of neat cement slurry.

(upto 10 ton) for plastering on ceilings and sofits of stairs above floor two

level for every additional storey height instead of plastering on walls. Fifth

floor ceiling & landing

Anand SOR 2015-16 Item code - 17002A, 17004, 17006, 17008 Page No -141

Providing 15mm thick cement plaster in single coat on Rough (Similar)side of

single or half brick walls for interior plastering above floor two level for every

additional storey height and finished even and smooth in (i) Cement mortar

122 1:3 (1-cement:3-sand) finishing with a floating coat of neat cement slurry.

(upto 10 ton) for plastering on ceilings and sofits of stairs above floor two

level for every additional storey height instead of plastering on walls.

Anand SOR 2024-25 Item code - 17002A, 17004, 17006, Page No -143,144

20 mm. thick outside sand faced cement plaster on wall upto height

metres above ground level consisting of 12mm thick backing coat of c.m. 1 :

3 (1 cement : 3 sand) and 8 mm thick finishing coat with butki plaster of c.m.

1 : 1 (1 cement : 1 sand) etc. complete

Anand SOR 2024-25 Item code - 17009 Page No –

20 mm. thick outside sand faced cement plaster on wall upto height

metres above ground level consisting of 12mm thick backing coat of c.m. 1 :

3 (1 cement : 3 sand) and 8 mm thick finishing coat of c.m. 1 : 1 (1 cement :

sand) etc. height more than 10metres from ground level for every additional

height of 5 metres of part there of. complete (10 to 15mt) including 25mm

thk groove at slab level .butki plaster

Anand SOR 2024-25 Item code - 17009 & 17014 Page No –

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

20 mm. thick outside sand faced cement plaster on wall upto height

metres above ground level consisting of 12mm thick backing coat of c.m. 1 :

3 (1 cement : 3 sand) and 8 mm thick finishing coat of c.m. 1 : 1 (1 cement :

sand) etc. height more than 10metres from ground level for every additional

height of 5 metres of part there of. complete (15 to 20mt) including 25mm

thk groove at slab level. butki plaster

Anand SOR 2024-25 Item code - 17009 & 17014 Page No –

20 mm. thick outside sand faced cement plaster on wall upto height

metres above ground level consisting of 12mm thick backing coat of c.m. 1 :

3 (1 cement : 3 sand) and 8 mm thick finishing coat of c.m. 1 : 1 (1 cement :

sand) etc. height more than 10metres from ground level for every additional

height of 5 metres of part there of. complete (20 to 25mt) including 25mm

thk groove at slab level,butki plaster

Anand SOR 2024-25 Item code - 17009 & 17014 Page No –

Applying two coats of putty & two coats of primer of

approved brand and manufacture on new wall surface to

127 give an even shade including thoroughly brushing the

surface free from mortar dropping and other foreign

matter and sand papered smooth 1663.15 Sq.mt 40.19 0.40 40.59

Anand SOR 2024-25 Item code - 19032 Page No –

Finishing wall with weather proof exterior emulsion paint on wall surface

(two coats) to give an required shape even shade after thoroughly brushing

the surface to remove all dirt, and remains of loose powdered materials.etc

Anand SOR 2024-25 Item code - 19031 Page No –

Applying two coats of Birla or Asian acrylic lapy ( putty) & two coats of

primer of approved brand and manufacture on new wall surface to give an

even shade including thoroughly brushing the surface free from mortar

dropping and other foreign matter and sand papered smooth.

Anand SOR 2024-25 Item code - 19032 Page No –

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Preoviding and applying (Two coats) with tracrtor emulsion paint with

alkaline resistance primer of approved brand and manufacture and of

required shade on wall surfaces to give an even shade, over and including a

130 priming coat with primer of approved brand and manufacture after

thoroughly brushing the surface free from mortar dropping and other

foreign matter and also including preparing the surface even and sand

papered smooth.

As Per Market rate

P & L 24" x 24" vitrified 8 mm thick tile flooring over 20mm (average) base of

cement mortar 1:6 ( 1 cement: 6 coarse sand) on new surface or fixing on

existing flooring by adhesive material including dismentaling of existing

flooring and jointed with color cement slurry including finised with flush

pointing & cleaning the surface etc. complete for antiskit(LIGHT shade) as per

architectural design (upto 10 ton)

Anand SOR 2024-25 Item code - 14021, Page No –

P & L 24" x 24" vitrified 8 mm thick tile flooring over 20mm (average) base of

cement mortar 1:6 ( 1 cement: 6 coarse sand) on new surface or fixing on

existing flooring by adhesive material including dismentaling of existing

flooring and jointed with color cement slurry including finised with flush

pointing & cleaning the surface etc. complete for antiskit (Dark shade) as per

architectural design (upto 10 ton)

Anand SOR 2024-25 Item code - 14021, Page No –

Providing and laying mat finished Ceramic tiles 6mm thick in flooring treads

of steps and landing laid on a bed of 12mm thick cement mortar 1:3 (1-

cement : 3-coarse sand ) finishing with flush pointing in white cement. (upto

10 ton) 300 x 600mm tiles size 107.40 Sq.mt 987.29 0.67 987.96

Anand SOR 2024-25 Item code - 14008B, Page No –

Providing and laying mat finished Ceramic tiles 6mm thick in skrting risers of

134 steps and dedo on 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand)

and jointed with white cement slurry (upto 10 ton) 300 x 600mm tiles size

Anand SOR 2024-25 Item code - 14009B, Page No –

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing and laying Granite in treads and riser of steps and landing laid on

135 a bed of 12mm thick cement mortar 1:3 (1-cement : 3-coarse sand ) finishing

with flush pointing in white cement. (upto 10 ton)

Providing and laying Greanite in skirting, facing of steps, risers of steps and

136 dedo on 10mm thick cement plaster 1:3 (1-cement : 3-coarse sand) and

jointed with white cement slurry (upto 10 ton) 26.81 Sq.mt 973.00 9.73 982.73

Providing and laying polished Kota stone slab flooring over 20mm (Average)

thick base of cement mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 (1-

137 Lime putty :1.5 - coarse sand) laid over and jointed with grey cement slurry

mixed with pigment to match the shade of slab including rubbing and

polishing etc. complete. (A) 25mm thick (upto 10 ton)

Anand SOR 2024-25 Item code - 14012AA, Page No –

Providing and laying polished Kota stone slab flooring over 20mm (Average)

thick base of cement mortar 1:6 (1-cement : 6-coarse sand) or L.M. 1.1.5 laid

over and jointed with grey cement slurry including rubbing and polishing etc.

complete. (B) 30 mm thick (upto 10 ton)

Anand SOR 2024-25 Item code - 14012BA, Page No –

Providing and laying polished kota stone slab 25mm thick in risers of

steps,skirting Dedo and pillars laid on 10mm thick cement mortar 1:3 (1-

139 Cement : 3 coarse sand) and jointed with gray cement slury mixed with

pigment to match the shade of slab including rubbing and polishing etc.

complete. (upto 10 ton) 105.43 Sq.mt 1172.51 11.73 1184.24

Anand SOR 2024-25-16 Item code - 14013A, Page No –

Providing and Laying black granite 18 mm thick & Kota stone 30 mm thick

sandwich type pentry platform base of cement mortar 1 : 6 ( 1 cement :

coarse sand ) for Pantry Counter Platform necessary edge molding as

directed by E.I.C. selection including all materials and labour etc. & also for

providing provision for fixing the kitchen sink. complete as per detail drawing

and instruction of Engineer-in-charge.

As per rate analysis

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing and laying Black Granite 18 to 20 mm thick ,soffits of door &

window on 10mm thick cement mortar bed 1:3 (1-cement : 3-coarse sand)

and jointed with cement slurry including full round Moulding as directed

and granite approved by engineer in-charge.

Provoding and fixing flush door shutters , solid core construction with frame

of first class hardwood uniformly seasoned and treated

with cross board confirm to IS:2202 (Part 1) – 1999 and Hot-pressed with

cross-bands and face veneers and Decorative High Pressure Laminate (HPL)

of nominal thicknes of 1.0mm, All vertical edges and top/bottom edges to be

finished with: bisen patti made of Seasoned hardwood (teak/steam

142 beech/matching to frame) 25 mm wide, rebated and securely glued and

nailed/screwed with PU / Melamine Polish / Paint as specified

including anodised alluminium butt hinges, cylindrical knob with key with

necessary screws. (B)decorative type and block board core Handle for doors

of Brass 15cms Length butt hinges of brass make in flush door shutters

Hinges butt .I.S.I Mark Brass of

7.5cms .Length or equivalent (2) 30 to 35 mm thick. 102.56 Sq.mt 4700.00 47.00 4747.00

As Per Market rate

Polishing with french polish on new wood and wood based surface to give an

143 even surface including cleaning, the surface of all dirt, dust and sand

papering smooth and including a coat of wood filler. 102.56 Sq.mt 138.43 1.38 139.81

Anand SOR 2024-25 Item code - 19017, Page No –

Providing & fixing 3/4 aluminium section sliding window 2 shutter glass,

shutter mosquito net with colour anodizing or powder coating along with all

accessories complete fitting as per your requirement. Interlock section size :

144 40x18x1.5mm, Interlock section size : 40mmx18mmx1.5mm, Handle section

size : 40x18x1.5mm, Top & bottom section size : 40x18x1.5mm, Three track

top section size : 92x31.75x1.5mm, Three track bottom section size :

92x31.75x1.5mm, 5mm thk glass of saint gobain or modi gaurd

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing and fixing standared extruded of alluminium section of size 63mm

x 38.10mm x 1.2mm (Jindal Section :2434, @ Wt. 0.643 Kg/mt) with colour

anodized alluminium frame for ventilation with 5 mm thick frosted glass as

details etc complete for Ventilation

Anand SOR 2024-25 Item code - 11030, Page No –

Providing & fixing aluminium section sliding door three track with colour

anodizing or powder coating along with all accessories complete fitting as

per your requirement. Door vertical section size : 47.62x44.45x2.9mm, door

top section size : 47.62x44.62x2.9mm, door bottom section size :

83.5x44.45x2.9mm, sliding G. channelsection size : 40x40x2.9mm, glazing

clip section size : 19x19x1mm, 5mm thk glass of saint gobain or modi guard

Providing & fixing 3/4 aluminium openable window with colour anodizing or

powder coating along with all accessories complete fitting as per your

requirement. Handle section size : 40x18x1.5mm, P.Pipe section size :

35x25x1.5mm, 5mm thk glass of saint gobain or modi gaurd

Providing and fixing FRP frame size 100x50 mm and 28mm thick FRP depress

panel shutter having extra reinforcement on sides & edges in Gel coat finish.

The core of the shutter & frame is to be filed up with injected fire retardant

grade polyurethene foam done in situ alongwith embedded wooden pieces

148 for stiffening & also taking hinges & fintures. The whole FRP frame & shutter

is to be water proof weather proof, termite proof & resistance to mild

acid/alkali.Rates are to be inclusive of S.S hinges, cylindrical knob without

key with necessary screws &alluminium fixtures & fastenings & fastener

Anand SOR 2024-25 Item code - 10037, Page No –

FABRICATION WORK

Providing and fixing M.S. grills of required pattern to wooden frames of

windows etc. with M.S. flats at required spacings and frame alround, square

or round bars with round headed bolts and nuts or by screws. (B)

ORNAMENTAL GRILL (upto 10 ton) 2145.72 Kg 146.53 1.47 148.00

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Anand SOR 2024-25 Item code - 10025BA, Page No –

Providing and fixing (kich, dline,Q rail) stainless steel ( grade 304 ) railing

made of hollow tubes, channels, plates, etc. including welding,grinding,

buffing, polishing, and making curvature ( wherever required) and fitting the

same with necessary stainless steel nuts and bolts complete,i/c fixing the

railling with necessory accesories & stainless steel dash fasterners. stainless

steel bolts etc of required size,on the top of the floor on the side of waist

slab with suitable arrangement as per approval of engineer - incharge. (

railing as per detail drawing) STAIRCASE RAILLING (SS 304 - 16 SWG Railling)

Providing and fixing (kich, dline,Q rail) stainless steel ( grade 304) railing

made of hollow tubes, channels, plates, etc. including welding,grinding,

buffing, polishing, and making curvature ( wherever required) and fitting the

same with necessary stainless steel nuts and bolts complete,i/c fixing the

151 railling with necessory accesories & stainless steel dash fasterners. stainless

steel bolts etc of required size,on the top of the floor on the side of waist

slab with suitable arrangement as per approval of engineer - incharge. (

railing as per detail drawing) (SS 304 - 16 SWG Railling) Railling at balcony,

besides lift & at terrace.

Providing cement vata (10cm. x 10 cm. size) quarter round in cement mortar

1:1 including neat cement finishing, watering etc. complete.

Anand SOR 2024-25 Item code - 17015, Page No -145

Applying and fixing Granite stone cladding in line and level with necessary

153 filling material and chemial as per instruction by site engineer incharge with

material etc complete fitting 12.30 Sq.mt 3965.00 39.65 4004.65

Providing and laying Black Granite 18 to 20 mm thick on 10mm thick cement

mortar bed 1:3 (1-cement : 3-coarse sand) and jointed with cement slurry

including full round Moulding as directed and granite approved by engineer

in-charge. Above planter wall 8.38 Sq.mt 3965.00 39.65 4004.65

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing and laying cement based Indian type waterproofing treatmemrnt

inclusive of cleaning the slab/floor by wire brush and drench the slab with

water and applying cement slurry with Sika Latex in required proportion

including cleaning , roughning and opening the cracks in 'V' groove pattern

and filling the same with C.M (1:1) on slab/floor and providing and laying

mm thick layer of C.M (1:2) mixed with waterproofing compound of 'Sika"

make in given proportion, providing and laying best quality , well burnt brick

bats(minimum size of brick bats 40mm) tightly and neatlyin C.M. in required

thickness to get proper slope and gradient at the starting point i.e. centre of

terrace or at starting of gradient (minimum thickness of water spout should

be 65mm) and filling the joints with C.M (1:1) mixed with above water

proofing compound.

water proofing of water tank raft as above ( as per market rate ) 175.00 Sq.mt 998 9.98 1007.98

As per rate analysis

Finishing the surface with 20mm thick CM 1:2 and china mosaic tilling and

finally finished the surface with trowel white cement slurry. After finishing

the whole terrace shall be flooded with water for a period of two weeks etc.

to work at all height complete as per instructions.

As Per Market rate

FABRICATION WORK

157 M S ladder with material complete fitting. 726.66 Kg 180 1.80 181.80

Steel work, welded in built up sections framed work including cutting,

hoisting, fixing in position and applying a priming coat of read lead paint.

158 (A)In beams and joists, channels angles Tees, flats, with connecting plates or

angle cleats as in main and cross beams. Hip and jack rafters, purlins

conneted to common rafters and the like (upto 10 ton)

Anand SOR 2024-25 Item code - 11002AA, Page No –

Providing and Fixing in first class teak wood batten patti (size - 50mm X

160 Providing throating or plaster drip and moulding to R.C.C Chhajja 65.80 Rmt 42.62 0.43 43.05

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Anand SOR 2024-25 Item code - 5018, Page No –

161 Entrance gate (Fixed fabrication + sliding gate) 176.01 Sq.mt 4550 45.50 4595.50

Applying priming coat over new steel and other metel surface after and

including preparing the surface by throughly cleaning, oil,grease, dirt and

other foreign matter and scoured with brushes fine steel wood, scrapers and

sand paper with ready mixed priming paint brushing red lead.

Anand SOR 2024-25 Item code - 19001, Page No –

Anand SOR 2024-25 Item code - 19002, Page No –

Painting two coats (excluding priming coat) on new steel and other metal

surface with enamel paint, brushing, interior to give an even shade including

cleaning the surface an even shade including cleanicn the surface of all dirt,

dust and other foreign matter. 440.02 Sq.mt 86.94 0.87 87.81

Anand SOR 2024-25 Item code - 19002, Page No –

164 Letter box with powder coated as per design of Engineer-in-charge 12.00 Nos 580 5.80 585.80

165 S.S House number plate of 8"x3"as per design of Engineer-in-charge

166 Parking sign made by ACP Sheet 300 x 300mm with writing. 8.00 Nos 425 4.25 429.25

Fiber roofing for covering OTS - 35 X 35mm M.S.Tube fabricated with

mmthick fiber sheet with complete fitting. 20.00 Sq.mt 2238 22.38 2260.38

Providing and fixing pre-cast Rubber Dye / steel Dye

inter locking concrete block 60mm thick with grade of

concrete M300 pnumatic compressed / vibrated

168 mechanically and as per approved design Confirming to

IS 15658 : 2006 including 35 mm Sand layer for levelling

and filling the joint with sand in proper line and level as

per guidlines of IRC : SP 63-2018 etc. Complete. 309.99 Sq.mt 699.93 7.00 706.93

Anand SOR 2024-25 Item code -14033, Page No –

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Excavation in any soil upto 30cm depth, breaking clods, removing unwanted

stuff such as brickbats, stones, grass roots etc. refilling the same, preplanting

watering, weeding, top-digging, relevelling and bringing the earth to fine

tilth, ready for sowing or planting.

Parks & garden SOR 2012-13 Item no-1, page no-4

Laying out Lawn : After excavating soil upto 30cm, preparing soil for planting

by supplying & mixing farm yard manuare at the rate of 5 cu.m per 100 sq.mt

170 area, providing & planting suckers of pure dharo (doob) grass roughly at

cm x 10 cm distance and maintaining till well established etc. complete

Parks & garden SOR 2012-13 Item no-19, page no-8

Architecture Tower name board with led light (Acrylic glow sign board -

Rs.1600/sqft) Design as per detail drawing. 1.00 No 39400 394.00 39794.00

Providing and fixing 19 mm thick water proof plywood shutters with both

side laminate at loft level and shelves for cupboards etc. including anodised

alluminium butt hinges & handle with necessary screws. (A) 19 mm water

proof plywood . (i) Fully Panelled. (upto 10 ton)

Anand SOR 2024-25 Item code – 10006AA, Page No -97

Providing wood work in frames of Doors, windows cleare

173 story windows and othersimilar works wrought, framede

and fixed in position. (A) Indian Teak Wood 2000.00 Cu.mt 604.19 6.04 610.23

Anand SOR 2024-25 Item code - 10001A, Page No –

Appliying priming coat over new wood and wood based surface after and

including preparing the surface by throughly cleaning oil, grease, dirt and

other foreign matter, sand papering and knotting. (C) Ready mixed paint

brushing priming for enamel. Frame & shutters of cupboards

Anand SOR 2024-25 Item code - 19009C, Page No –151

Painting two coats (excluding priming coat) on new wood and wood based

surface with enamel paint, interior to give an even shade including cleaning

the surface of all dirt, dust and other foreign matter sand papering and

stopping. 689.87 Sq.mt 91.29 0.91 92.20

Anand SOR 2024-25 Item code – 19011, Page No –

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing and fixing single layer waterproof gypusm board 12.5 mm thick of

the make Newgood Group Co. Ltd. or equivalent & Newgood Group Co. Ltd.

company sections using waterproof board of size 1220 mm x 1830 mm x

mm suspended by G.I suapender of size 25 mm x 3 mm with intermediate

channel of size 18 mm x 40 mm x 0.80 mm at 1220 mm center to center

ceiling section of size 40 mm x 35 mm x 0.55 mm at 457 mm center to center

and perimetre chanel A of size 20 mm x 27 mm x 30 mm x 0.50 mm at edges

& drops including paper tap sand sofit cleat, anchor fastener, scoch bolt

connecting cleat joining compound top coat on ceiling including making

necessary opening for light fitting, diffuser etc. complete as per detail 63.29 Sqmt 600.94 6.01 606.95

Anand SOR 2024-25 Item code - 16007, Page No –

Preparing structural design of RCC Under Ground / Partially under ground /

above high ground level Reservoir of 100000 liter capacity as per relevant

I.S.s and constructing the same, including excavation in all types of soil strata

(including rock) including shoring strutting if required, for loose soil / to

protect from collapse due to near by traffic load, casting 100 mm thick P.C.C.

177 leveling course in M-10, Refilling the pit with proper soil and disposing of the

surplus stuff within a lead of 50 meters. Including cement plaster in CM 1:2

with approved water proofing compound to inside water touching surface to

container. Including all types of labour and material charges of lowering,

laying, erecting / hosting and jointing of pipe assembly to inlet, outlet

overflow, washout and bye pass arrangement as per hydraulic design.

Providing and fixing accessories like MS / GI Ladder, CI Manhole frame and

cover, water level indicator, adequate cowl type ventilators or lantern type

ventilator with stainless steel jail.

B.B. Masonry chambers for valves. Providing and applying three coats of

cement paint / snowcem to the out side face of structure. It also includes

satisfactory water tightness test as per relevant I.S. code and painting name

of scheme and capacity on the tank as per direction of engineer in charge.

List of Indian Standards for Design of GSR / SUMP:-

The structural design of GSR shall be in accordance with provisions relevant

(1) I.S. 3370 part I & II 2009 or latest revised

(1.1) I.S. 3370 part III & IV 1965 or latest revised

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

(2) I.S. 456 – 2000 or latest revised.

(3) I.S. 1893 – 2000 – 1984 or latest revised.

(4) I.S. 875, Part – 1 to 3, 1987 or latest revised.

General Specifications:-

(1) Water depth in container shall be adopted as per data of tender. If

water depth is not specified the suitable water depth / acceptable to field

engineer in accordance with hydraulic requirement shall be adopted for

(2) Shape of container (in plan) specified by in data shall be adopted in

absence circular shape shall be adopted.

(3) Size shall be fixed as per availability of space (land area) at site /

acceptable engineer in charge.

(4) Effect of overlapping of pressure bulbs on soil due near by structure

and proposed sump should be considered.

(5) Care shall be taken that no damage should occur to nearby existing

structure. Compensation shall be paid for the same by agency.

(6) The minimum concrete grade for RCC shall be M-25.

(7) HYSD Fe 500 grade reinforcing bars confirming to I.S. 1786 / 1139 shall

be considered in design. CRS / TMT bars shall be provided. In saline

atmosphere corrosion resistance stainless steel / HCR rebar shall be

provided. Any other steel can be used with approval of C.E./ in situation of

non availability in market without extra cost.

(8) Minimum size (or thickness) of various components shall be provided

as per tender criteria / specifications in absence as per I.S./ Std. practice of

G.W.S.S.B. Minimum dimensions specified for various components in tender

data / specifications shall be provided without fail.

(9) The safe bearing capacity (SBC) shall be referred from SBC test report.

In absence of report it shall be referred from data sheet. If poor soil is found

/ water table is met with during excavation SBC shall be scientifically

ascertained and design shall be revise. No extra shall be paid for increase in

(10) CI pipes and special shall only be used if type is not specified in tender.

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

(11) The rate shall include cost of dewatering during excavation making all

arrangement when water table meets within depth.

(12) The structure shall be designed properly to resist uplift due to ground

water table specified in data or actual ground water table meets with during

excavation. If GWT / Uplift is mentioned in tender and during excavation it

dose not meet 7.5% rate shall be reduced.

(13) GI pipes railing shall be provided when sump is more than 2 meter

above ground level.

(14) Appearance of structure should be aesthetically good looking

acceptable to authority.

(15) Any charge in size, shape, depth below GL, height above GL, water

depth, F.B., size of member etc can be permitted in exceptional case due to

site condition or hydraulic design requirement by C.E. No extra shall be paid

(16) Any charge in data, dimensions, shape, water depth, reduction in size if

permitted by competent authority and if it reduces quantity then payment

shall be reduced prorate.

(17) When capacity of GSR / Sump is > 20 lakh liters two or suitable

compartments acceptable to executive engineer shall be designed and

(18) Agency shall engage qualified (at least graduate) consulting engineer

for designing the structure and he / she shall visit the site for guidance of

(19) 75% part rate shall be payable for concrete, reinforcement and

plastering items of container until satisfactory hydraulic testing for water

tightness is performed as per tender condition. Till the work shall be treated

Above conditions / general specifications Item Code 1 to 19 are part and

parcel of tender (contact) and prevail over other provisions in tender.

1 lakh liter capacity 1.00 No. 711500 7115.00 718615.00

GWSSB SOR 2021-22Section -C, Sr no-2, Page no

178 Rain water harvesting 1.00 No. 150000 1500.00 151500.00

Material Description

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing and installing of 140 mm PVC –U, supreme make, 6 kg pressure,

slotted casing pipe with 8 mm spirally perforated holes at 30mm intervals.

Rainy FL 500 1.00 No

Rainy FL 200 1.00 No

Labour Description

Drilling of Bore well of 300 mm dia clear, fixing of casing pipes collars and

cap with necessary

cutting, threading and welding including transportation of rig and

supporting vehicles crew charges and cost of consumables etc.

Development of BORING (COMPRESSOR) 5.00 Hr

Plumbing charges with material for diverting the Rain water from filter to

Bore well (Approx.

100 mtr) 1.00 Job

Providing and installing water recharge System including its filter tank as per

drawing issued by consultant and its down take pipe from roof of the

178 A building up to filter tank of size 1.2x1.2 x 1.0 meter of 9 inch brick wall all 1.00 Job 25285.00 252.85 25537.85

around with 6 inch thk pcc as base. and from filter tank up to boring well etc

complete as per instruction from site incharge

Providing and fixing KRANTI make Water meter including rubber pakking nut

bolt washer of approved qualtiy for vertical / underground pipe line etc.

complete and making and repairing hole/groove in wall trench/floor sump

testing etc. complete for all heights as per instructions. For 15mm dia valve.

Removal of rust by chemical application and Aply protective coat of Anti

Rust chemical to Existing steel bar of Column for All Diameter Bar Etc comp.

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing and Fixing all mentioned material with all material, labour charges

Handle for Cupboards etc. Brass 15 cms. Length 96.00 nos 75.42 0.75 76.17

S.S. Stopper 20 Cm long of ASIS 304 72.00 nos 126.27 1.26 127.53

S.S. Aldrop 30 Cm long of ASIS 304 Grade 72.00 nos 396.61 3.97 400.58

S.S. Handle for Door 15 Cm size of ASIS 304 Grade 72.00 nos 75.42 0.75 76.17

Anand SOR 2024-25 Item code – M706 M 710, M712 Page No –

Painting two coats (excluding priming coat) on new wood and wood based

surface with ready mixed paint, brushing, oil, gloss, semi gloss to give and

even shade including cleaning of all dust, dirt and other foreign matter sand

papering and stopping

Anand SOR 2024-25 Item code –Item code -19014 Page No –

providing and fixing necessory rebaring in RCC Member up to depth 125mm

183 to 175mm for following dia WITH HILTY Chemical or suggested by engg i/c

184 providing and fixing necessory core cutter in RCC Member for following Dia

supplying providing and fixing of kitchen basket of SS 202 make as per

185 approved quality /Brand and design by client / site in charge including its 12.00 nos 16000.00 160.00 16160.00

accessories and fitting etc complete.

Providing and fixing M.S. grills of required pattern of windows aND OPENING

OF BALCONEY etc. with M.S. Bright bar Rod of 12mm thickness at required

186 spacings and frame alround, square or round bars with round headed bolts 2000.00 kg 105.18 1.05 106.23

and nuts or by screws (A) required spacings and frame alround, square or

round bars with round headed bolts and nuts or by screws (A) Plain Grill.

Anand SOR 2024-25 - 10025AA - pg no .

PART : A Total cost of Civil work Rs/-

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing laying and jointing in true line and level

15mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water concele/open as directed

by engineer incharge-archeitect

including fittings make PRINCE / SUPREME / ASTRAL /

FINOLEX or equivalent as approved by Engineer In

Charge. Pipe shall be fixed on the wall with the help of

clamp at every two metre C/C or shall be concelled as

directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

Anand SOR 2024-25 Item code –23061 Page No –

Providing laying and jointing in true line and level

25 mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water concele/open as directed

by engineer incharge-archeitect

including fittings make PRINCE / SUPREME / ASTRAL /

FINOLEX or equivalent as approved by Engineer In

Charge. Pipe shall be fixed on the wall with the help of

clamp at every two metre C/C or shall be concelled as

directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

Anand SOR 2024-25 Item code –23062 Page No –

Providing laying and jointing in true line and level

32mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water concele/open as directed

by engineer incharge-archeitect

including fittings make PRINCE / SUPREME / ASTRAL /

FINOLEX or equivalent as approved by Engineer In

Charge. Pipe shall be fixed on the wall with the help of

clamp at every two metre C/C or shall be concelled as

directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

Anand SOR 2024-25 Item code –23063 Page No –

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing laying and jointing in true line and level

40mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water concele/open as directed

by engineer incharge-archeitect

including fittings make PRINCE / SUPREME / ASTRAL /

FINOLEX or equivalent as approved by Engineer In

Charge. Pipe shall be fixed on the wall with the help of

clamp at every two metre C/C or shall be concelled as

directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

Anand SOR 2024-25 Item code –23064 Page No –

Providing laying and jointing in true line and level

50mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water concele/open as directed

by engineer incharge-archeitect

including fittings make PRINCE / SUPREME / ASTRAL /

FINOLEX or equivalent as approved by Engineer In

Charge. Pipe shall be fixed on the wall with the help of

clamp at every two metre C/C or shall be concelled as

directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

Anand SOR 2024-25 Item code –23065 Page No –

Providing laying and jointing in true line and level

65mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water concele/open as directed

by engineer incharge-archeitect

including fittings make PRINCE / SUPREME / ASTRAL /

FINOLEX or equivalent as approved by Engineer In

Charge. Pipe shall be fixed on the wall with the help of

clamp at every two metre C/C or shall be concelled as

directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing laying and jointing in true line and level

20mm dia. C.P.V.C. Pipe ( S.D.R. 13.5 ) confirming ASTM D-2846 for hot

water concele/open as directed by engineer incharge-archeitect

including fittings make PRINCE / SUPREME / ASTRAL /

FINOLEX or equivalent as approved by Engineer In

Charge. Pipe shall be fixed on the wall with the help of

clamp at every two metre C/C or shall be concelled as

directed including necessary fittings etc. including

testing of pipe and joints and fixing the same with

adhesive solvent, including cost of all materials.

Anand SOR 2024-25 Item code –23056 Page No –

Providing and fixing U.P.V.C. ball valve comprising of

PRINCE/SUPREME/ASTRAL/FINOLEX with union required at one or both side

of valves as per site condition jointing materials like Sovelent cement &

Teflon tape etc comp. For 40 mm dia

Providing and fixing U.P.V.C. ball valve comprising of

PRINCE/SUPREME/ASTRAL/FINOLEX with union required at one or both side

of valves as per site condition jointing materials like Sovelent cement &

Teflon tape etc comp. For 50 mm dia

Providing and fixing U.P.V.C. ball valve comprising of

PRINCE/SUPREME/ASTRAL/FINOLEX with union required at one or both side

of valves as per site condition jointing materials like Sovelent cement &

Teflon tape etc comp. For 65 mm dia

Providing and fixing Brass valve comprising of zoloto/Kartar or equivalent

with union required at one or both side of valves as per site condition

jointing materials like Sovelent cement & Teflon tape etc comp. for 32 mm

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing and fixing PRINCE/SUPREME/ASTRAL/FINOLEX make P.V.C. ( B -

Type ) pipe line concealed or open directed by architect or engineer

incharge for drainage soil / waste disposal comprising IS 13592:92 necessary

fittings like plain or door Tee,yee,bend & reducer etc comp.conf.IS 14735:99

12 necessary clamps of heavy galvanized iron with nut, bolts & washers or 400.00 Rmt 529.7652 5.30 535.07

anchor fasteners to vertically open pipe line jointing materials like Sovelent

cement & rubber ring etc comp. making brick masonry or concrete support

to horizontal pipe line & providing full concrete below pipe line as bedding to

horizontal pipe line for 110 mm dia pipe

Providing and fixing 125 x 110mm size P trap of Finolex/Supreme make

including brick masonary in C.M. (1:4) and fixing trap in position including

15mm thick smooth cement plaster alround and fixing 30 X30cms pre-cast

cement concrete cover of approved quality on top including

making/repairing hole/groove/pipe connection where required,

watering,cleaning the site etc. complete as per instructions.

Providing and fixing SUPRIM / FINOLEX make Rigid P.V.C pipe 6 Kg. / Cm2 line

open for rain water disposal comprising IS 4985 necessary fittings like plain

or door Tee,yee,bend & reducer etc comp.conf.IS 4985 necessary clamps of

heavy galvanized iron with nut, bolts & washers or anchor fasteners to

vertically open pipe line jointing materials like Solvent cement etc comp. for

Providing and fixing SUPRIM / FINOLEX make Rigid P.V.C pipe 6 Kg. / Cm2 line

open for rain water disposal comprising IS 4985 necessary fittings like plain

or door Tee,yee,bend & reducer etc comp.conf.IS 4985 necessary clamps of

heavy galvanized iron with nut, bolts & washers or anchor fasteners to

vertically open pipe line jointing materials like Solvent cement etc comp. for

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing laying (to level or slopes) and jointing

reinforced concrete Light duty non-pressure pipes I.S.

16 class NP2 of the following internal diameter with collars 105.00 Rmt 249.72 2.50 252.22

and butt ends prepared for collar joints including

testing of joints complete.(B) 250mm (upto 10 ton)

Anand SOR 2024-25 Item code –24007BA Page No –

Providing and laying Cement concrete 1:5:10 (1-Cement

: 5-Fine sand :10-Graded stone aggregate 40mm

17 nominal size) bedding for stoneware pipes of following 5.00 Rmt 125.9 1.26 127.16

internal diameters with necessary formwork and curing

complete.(A) 100 mm dia. (112 mm Ave.bed thickness)

Anand SOR 2024-25 Item code –24002A Page No –

Providing and laying Cement concrete 1:5:10 (1-Cement : 5-Fine sand :10-

Graded stone aggregate 40mm nominal size) bedding for stoneware pipes of

following internal diameters with necessary formwork and curing

complete.(B) 150mm dia. (166mm Ave. bed thickness)

Anand SOR 2024-25 Item code –24002B Page No –

Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse

sand : 4-graded stone aggregate 20mm nominal size) foundation concrete

1:3:6 mix (1cement : 3- coarse sand :6-Brick bats 40 + 50mm size) inside

plastering 15mm thick with Cement Mortar 1:5 (1-Cement : 5-coarse sand)

finished with a floating coat of neat cement and making channels in cement

concrete 1:2:4 mix (1-Cement :2-Coarse sand :4-stone aggregate 20mm

19 nominal size) finished smooth complete including curing and festing (i) Inside 11.00 Nos 10933.41 109.33 11042.74

size 900mm x 1200mm and 1.5M. deep including C.I. cover with frame size

560mm diameter total weight of cover and frame to be not less than 128 kgs.

(Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A) With 230mm thick walls of

brick msonry using brick having crushing strength not less than 35Kg. /

Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-Coarse sand) (1) A type depth

0.90 Metre for 150mm diameter sewer.

Anand SOR 2024-25 Item code –24008A Page No –

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing and fixing S.W. gully trap with C.I. grating

brick masonry chamber and water tight C.I. cover with

20 frame of 300mm x 300mm size (inside) with standard 4.00 Nos 1279.4 12.79 1292.19

weight.(i) Square mouth traps. (A) 100mm x 100mm

size P type. (upto 10 ton)

Anand SOR 2024-25 Item code –24006AA Page No –

Providing & Fixing first quality Ceramic EWC Wall Hung with 40mm Metro

Pole , P & F solid type seat & cover with installation of EWC with other

21 accessories in proper line & levels etc comp. white coloured EWC . 14.00 Nos 8000 80.00 8080.00

Jaquar/Cera/Hindware, make with flow rates as given under special

conditions of contract.

Providing and fixing washbasin with single hole with pillar

tap with C.I. or M.S. brackets painted white including Angle cocks,

connection pipe, bottle trape, waste coupling etc.

(A) Vitreous China:(ii) Flat Back washbasin

mm x v 400mm size. (i) In white colour. jaquar/ cera/hindware make with

flow rates as given under special conditions of contract

Providing & Fixing BIB COCK for kitchen and bathroom with wall falnge and

23 aerator with all labour and fittings charges.CERA Brand : GARNET / BRAVIO / 24.00 Nos 828 8.28 836.28

VICTOR any one series as per instructed by EIC.

Providing & Fixing ANGLE COCK for kitchen, wash and bathroom area with

25 wall flange with all labour and fittings charges.CERA Brand : GARNET / 60.00 Nos 742 7.42 749.42

BRAVIO / VICTOR any one series as per instructed by EIC.

Providing & Fixing KITCHEN SINK COCK wall mounted with 150mm (6'') long

swivel spout and wall flange for Kitchen sink with all labour and fittings

charges.CERA Brand : GARNET / BRAVIO / VICTOR any one series as per

instructed by EIC.

Providing & Fixing WALL MIXER with bend pipe for overhead shower with all

27 labour and fittings charges.CERA Brand : GARNET / BRAVIO / VICTOR any one 12.00 Nos 3700 37.00 3737.00

series as per instructed by EIC.

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing & Fixing Overhead Rain SHOWER Cera Brand, Square - ABS 100 x

28 100mm (4''x4'') with 200mm (8'') long shower arm with all labour and fittings 12.00 Nos 1050 10.50 1060.50

Providing & Fixing TWO WAY BIB COCK with side handle, wall flange and

29 aerator with all labour and fitting charges for Toilet.CERA Brand : GARNET / 12.00 Nos 1500 15.00 1515.00

BRAVIO / VICTOR any one series as per instructed by EIC.

Providing & Fixing CERA brand HEALTH FAUSET ABS Body with 1 meter SS

braided connection pipe for Toilet with all labour and fitting charges.

Providing and fixing Brass valve comprising of zoloto/Kartar with union

31 required at one or both side of valves as per site condition jointing materials 13.00 nos 6687 66.87 6753.87

like Sovelent cement & Teflon tape etc comp. for 63mm dia

Providing and fixing Brass valve comprising of zoloto/Kartar with union

32 required at one or both side of valves as per site condition jointing materials 8.00 nos 3910 39.10 3949.10

like Sovelent cement & Teflon tape etc comp. for 50mm dia

Providing and fixing Brass valve comprising of zoloto/Kartar with union

33 required at one or both side of valves as per site condition jointing materials 8.00 nos 2668 26.68 2694.68

like Sovelent cement & Teflon tape etc comp. for 40mm dia

Providing and fixing Brass valve comprising of zoloto/Kartar with union

34 required at one or both side of valves as per site condition jointing materials 24.00 nos 1532 15.32 1547.32

like Sovelent cement & Teflon tape etc comp. for 25mm dia

Providing and Fixing UPVC Brass MT 63mm of approved brand and

specifications with all labour and fitting charges.

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing and Fixing UPVC Brass MT 50mm of approved brand and

specifications with all labour and fitting charges.

Providing and fixing 152mm X 152mm size S.S. dome type gratings/jalee of

approved quality and of required design for waste pipe making and repairing

37 sides using one's own neat cement/ white cement, cleaning the etc. 60.00 Nos 67.67 0.68 68.35

complete for all heights as per instructions. Jaquar, Kohler, Cera,

Hindware,Parryware or equivalent make.

Providing and fixing Kitchen sink with s.s. sink

brackets, painted white including cutting holes in walls

and making good the same but excluding fittings. (C)

Vitreous China Sink.(i) 600mm x 450mm x 150mm size. Jaquar, Kohler, Cera,

Hindware,Parryware or equivalent make with flow rates as given under

special conditions of contract

Anand SOR 2024-25 Item code –23019 Page No –

Providing and fixing C.P. brass towel rail comlete with

C.P. brass brackets fixed to wooden plugs with C.P.

brass scews.(B) 600mm x 20mm size. Jaquar, Kohler, Cera,

Hindware,Parryware or equivalent make

Anand SOR 2024-25 Item code –23025 Page No –

Providing & Fixing c.p. Heavy SOAP DISH comprising of make Jaquar,

Kohler, Cera, Hindware,Parryware or equivalent make

Providing & Fixing c.p. Heavy PAPER HOLDER comprising of make Jaquar,

Kohler, Cera, Hindware,Parryware or equivalent make

Anand SOR 2024-25 Item code –23027 Page No –

Providing & Fixing c.p. Heavy OPEN MIXTURE comprising of make Jaquar,

42 Kohler, Cera, Hindware,Parryware or equivalent make with flow rates as 14.00 Nos 3500 35.00 3535.00

given under special conditions of contract complete for 15 mm dia

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing & Fixing Submersible Pump for under ground tank to over head

tank P & F submersibal pump 2.5 H.P. 20,000 L/H @ 30mt. head with solid

base including tee, elbow & union etc. comp. one working one standby with

casced system including level sensor & pennel etc. Comp,

PART : B Total cost for Plumbing work Rs/-

Note : All SOR Items (no.01 to 41) are as per Electrical SOR 2025-26

CHAPTER - I WIRING

SECTION - 1-2 Point wiring in Copper (MODULAR)

Point wiring for secondary light point with 2 wires of 1.0 sq.mm & earthwire

of 1.0 sq.mm (green) both are of ISI marked 1.1 KV grade FRLS PVC insulated

multistrand copper wires (Make- Havelles -FRLSH / LAAP- FRLSH / APAR-

ANUSHKATI ) , in Rigid PVC pipe having size of 25 mm (Make - Pricision -

MMS category / Nihir - MMS category) to be erected concealed in / flushed

on wall/ceiling, complete with earth continuity and necessary connection

with primary light with accessories erected on Metal / PVC box covered

with 3 mm thick PC(Polycarbonet) / Acrylic sheet for concealed wiring. with

1 necessary Lamp holder / ceiling rose / H.D.Connector as directed. Note:- # 30 Pt. 131 1.31 133

Maximum up to 6 mtrs length, excess will be considered as Mains for

Secondary Point. # Quoted Rates are inclusive with medium class Rigid PVC

pipe and accessories. # Make for Switches /MS Concealed Box and related

accessories - Anchor ROMA PLUS ONLY. # All wires used in the project with

90 mtrs coil only # GI Point Box should be made from 1.5mm thick GI sheets.

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Point wiring for Two Way Controlled Light Point with 2 wires of 1.0 sq.mm &

earthwire of 1.0 sq.mm (Green) both are of ISI marked 1.1 KV grade FRLS PVC

insulated multistrand copper wires (Make- Havelles -FRLSH / LAAP- FRLSH /

APAR- ANUSHKATI ) , in Rigid PVC pipe having size of 25 mm (Make -

Pricision - MMS category / Nihir - MMS category) to be erected concealed in

/ flushed on wall / ceiling complete with 6A Tissino Type ISI marked

accessories with earth continuity erected on Metal/PVC//Wooden box

covered with 3 mm thick PC(Polycarbonate) / Acrylic sheet. with necessary

Lamp holder/ceiling rose / H.D.Connector as directed. Note:- # Maximum up

to 10 mtrs length, excess will be considered as Mains for Secondary Point. #

Quoted Rates are inclusive with medium class Rigid PVC pipe and

accessories. # Make for Switches /MS Concealed Box and related accessories

- Anchor ROMA PLUS ONLY. # All wires used in the project with 90 mtrs coil

only # GI Point Box should be made from 1.5mm thick GI sheets.

Point wiring for Light / Bell with 2 wires of 1.0 sq.mm & earthwire of

sq.mm (Green) both are of ISI marked 1.1 KV grade FRLS PVC insulated

multistrand copper wires (Make- Havelles -FRLSH / LAAP- FRLSH / APAR-

ANUSHKATI ) , in Rigid PVC pipe having size of 25 mm (Make - Pricision -

MMS category / Nihir - MMS category) to be erected concealed in/ on

surface on wall/ceiling complete with 6A Modular type switch / bell push &

accessories and earth continuity of following type, erected on PVC / Metallic

box, single mounting base frame covered with textured/metallic front plate

modules erected on / in wall / ceiling as per pipe erected, with necessary

Lamp holder/ceiling rose / H.D.Connector as directed.CAT -III Note:- #

Maximum up to 10 mtrs length, excess will be considered as Mains for

Secondary Point. # Quoted Rates are inclusive with medium class Rigid PVC

pipe and accessories. # Make for Switches /MS Concealed Box and related

accessories - Anchor ROMA PLUS ONLY. # All wires used in the project with

90 mtrs coil only # GI Point Box should be made from 1.5mm thick GI sheets.

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Point wiring for FAN with 2 wires of 1.0 sq.mm & earthwire of 1.0 sq.mm

(Green) both are of ISI marked 1.1 KV grade FRLS PVC insulated multistrand

copper wires (Make- Havelles -FRLSH / LAAP- FRLSH / APAR- ANUSHKATI )

in Rigid PVC pipe having size of 25 mm (Make - Pricision - MMS category /

Nihir - MMS category) to be erected concealed in/ on surface on

wall/ceiling complete with 6A Modular type switch and 2 Modular Type hum

free EME four or more step type electronic fan regulator with separately

mounted and accessories with earth continuity of following type erected on

PVC / Metallic box, single mounting base frame covered with

4 textured/metallic front plate modules erected on / in wall / ceiling as per 92 Pt. 632 6.32 638.32

pipe erected. with necessary ceiling rose / H.D.Connector as directed.Cat. III

Note:- # Maximum up to 10 mtrs length, excess will be considered as Mains

for Secondary Point. # Quoted Rates are inclusive with medium class Rigid

PVC pipe and accessories. # Make for Switches /MS Concealed Box and

related accessories - Anchor ROMA PLUS ONLY. # All wires used in the

project with 90 mtrs coil only # Rates inclusive of cost for GI FAN BOX with

FAN HOOK # GI Point Box should be made from 1.5mm thick GI sheets.

Point wiring for Individual Plug with & earthwire of 1.5 sq.mm (Green) both

are of ISI marked 1.1 KV grade FRLS PVC insulated multistrand copper wires

(Make- Havelles -FRLSH / LAAP- FRLSH / APAR- ANUSHKATI ) , in Rigid PVC

pipe having size of 25 mm (Make - Pricision - MMS category / Nihir - MMS

category) , to be erected concealed in / on surface of wall / ceiling complete

with Modular type switch & 5 pin Plug erected on PVC / Metallic box

covered with appropriate front plate modules erected on / in wall / ceiling as

per pipe erected with following type of accessories. [I] For 6A Plug and 6 a

5 switch with 2-1.5 sq.mm Cu. Wire from nearby switchboard/mcb db board 157 Pt. 471 4.71 475.71

Cat.III Note:- # Maximum up to 10 mtrs length, excess will be considered as

Mains for Secondary Point. # Quoted Rates are inclusive with medium class

Rigid PVC pipe and accessories. # Make for Switches /MS Concealed Box and

related accessories - Anchor ROMA PLUS ONLY. # All wires used in the

project with 90 mtrs coil only 1-2-3 # GI Point Box should be made from

1.5mm thick GI sheets.

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Point wiring for Looped Plug with 6A Modular type switch & 5 pin socket

erected on PVC / Metallic box, single mounting base frame covered with

textured / metallic front plate modules erected on / in wall / ceiling with

6 following type accessories. Cat. III Note: # Make for Switches /MS Concealed 49 Pt. 255 2.55 257.55

Box and related accessories - Anchor ROMA PLUS ONLY. # GI Point Box

should be made from 1.5mm thick GI sheets.

Providing following type of Modular Type Accessories mounted with pvc /

metallic box, single mounting base frame covered with textured / metallic

front plate , modules erected with necessary connection. As desired by

Engineer In charge Note: # Make for Switches /MS Concealed Box and

related accessories - Anchor ROMA PLUS ONLY. SOR 1-2-6

(4) TV Co-axial Socket outlet Cat.III 12 Ea. 159 1.59 160.59

(7) Blank Plate Single Cat.III 48 Ea. 25 0.25 25.25

(9) 16 Amp. SP one way switch Cat.III 84 Ea. 179 1.79 180.79

(10) 6/16Amp. Universal socket Cat.III 84 Ea. 198 1.98 199.98

(19) Modular Indicating Call Bell Cat.III 12 Ea. 326 3.26 329.26

(20) Modular Buzzer Cat.III 12 Ea. 148 1.48 149.48

Section :- 1- 3 / Conduits & Pipes

Providing and erecting ISI mark Medium class RIGID PVC PIPES of following

size complete to be erected on/in wall, ground or ceiling erected with

necessary PVC fittings & Junction boxes fixed with adhesive solution &

Clamps with following dia of pipes, in approved manner as directed BY EIC

(Make - Pricision - MMS category / Nihir - MMS category)

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing & erecting PVC Corrugated Flexible Conduit with required nos. of

9 coupling, PVC bushes, Check-nuts etc. complete of following sizes. (Make -

Precision / Nihir)

Section 1-4 Mains & Wires

Mains with 2 Wire 2.5 Sq mm 1.1 KV grade FRLS PVC insulated ISI marked

stranded Copper conductor wire (Make- Havelles -FRLSH / LAAP- FRLSH /

APAR- ANUSHKATI ) in Rigid PVC pipe having size of 25 mm (Make - Pricision -

MMS category / Nihir - MMS category) to be erected concealed in /flushed

10 on wall/ceiling, with 1.5 sq. mm copper conductor FRLS PVC insulated 2000 Mtr. 82 0.82 82.82

stranded wire of green colour for earth continuity. (From LDB to SB and SB)

Note:- # Quoted Rates are inclusive with medium class Rigid PVC pipe and

accessories. # All wires used in the project with 90 mtrs coil only

(a) with medium class Rigid PVC pipe and accessories

(a) 2 wire 1.0 sq. mm with 1.0 sq.mm Earth Wire 60 Mtr. 42 0.42 42.42

Mains with 2 Wire 4.0 Sq mm 1.1 KV grade FRLS PVC insulated ISI marked

stranded Copper conductor wire (Make- Havelles -FRLSH / LAAP- FRLSH /

APAR- ANUSHKATI ) in Rigid PVC pipe having size of 25 mm (Make - Pricision -

MMS category / Nihir - MMS category) to be erected concealed in /flushed

11 on wall/ceiling, with 2.5 sq. mm copper conductor FRLS PVC insulated 1000 Mtr. 111 1.11 112.11

stranded wire of green colour for earth continuity. (From LDB to SB and SB)

Note:- # Quoted Rates are inclusive with medium class Rigid PVC pipe and

accessories. # All wires used in the project with 90 mtrs coil only

(a) with medium class Rigid PVC pipe and accessories

(b) 2 wire 6 sq. mm with 4.0 sq.mm Earth wire 500 Mtr. 146 1.46 147.46

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing & Erecting approved make following size of TV Co-axial flexible

cable comprising inner conductor of solid bare copper insulated with Foam

12 PE & Secondary conductor made of poly - Aluminium film bonded Al. Braids

@ suitable coverage overall sheathed with black PVC insulation.

1-4-6 (b) RG-6 (Make:- LAPPS / Havells) 360 Mtr. 39 0.39 39.39

Indoor LED Fittings

Erecting (only Installation) LED indoor fittings with LEDs of wattage 0.2 Watt

to 0.5 Watt assembled on single MCPCB, with housing used as a heat sink

shall be made of thick sheet Steel conforming to IS: 513/CRCA/ aluminium

die cast powder coated and high U.V. & corrosion resistance with diffuser

with company mark/name 160V to 270V, Power Factor more than 0.9, THD <

13 15%, CCT 3000 K to 6500K, Luminaire efficacy> 85 lumens/watt ,LED LED

driver efficiency > 85 % ( fitting required LM-79 & LM-80 Certificates)(NOTE:

Below description have shown ranges of Wattage capacity of LED fittings.The

Engineer incharge may select any wattage capacity between the ranges

(A) Tube Light with integral driver

(i) 5-10 Watts, Surge-2 KV, IP-20, conventional 1 to 2 feet

(iii) 18-20 Watts, Surge - 2KV,IP-20, conventional 4 feet

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Erecting (only Installation) LED indoor fittings with LEDs of wattage 0.2 Watt

to 0.5 Watt assembled on single MCPCB, with housing used as a heat sink

shall be made of thick sheet Steel conforming to IS: 513/CRCA/aluminium

pressure die cast powder coated and high U.V. & corrosion resistance with

diffuser housed in aluminium casted body with company mark/name 160V

14 to 270V,Power Factor more than 0.9, THD < 15CCT 3000 K to 6500K, %, V

LED driver efficiency > 85 % ( fitting required LM-79 & LM-80

Certificates)(NOTE: Below description have shown ranges of Wattage

capacity of LED fittings.The Engineer incharge may select any wattage

capacity between the ranges shown.)

(A) Square/ Circular shaped Surface/Recessed Mount Downlight with

provision for spring loaded mounting clips complete.IP20 (only Installation)

(ii) 11-15 watts, Surge-2 KV (only Installation) Cat-lll 48 Ea. 34 0.34 34.34

SWITCHGEARS & DISTRIBUTION BOARDS

Section 3-4 MOULDED CASE CIRCUIT BREAKERS

Providing and erecting Approved make Four pole moulded case circuit

breaker having breaking capacity ICU of 35 KA. at 415 V. having Normal

current rating 200A.with variable Thermal & magnetic release suitable to

work on A.C.supply 50 c/s. with all internal connections, spreader tinned

copper & complete erected in existing 16 G.M.S.housing (Make - Schneider /

ICS=100% of ICU only Cat III 2 Ea. 16061 160.61 16221.61

Section 3-8 / PANEL MOUNTING BUSBARS

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Supplying and erecting triple pole & neutral 440V / 500V panel mounting

Copper Busbars with four equal Nos. of electrolyte bus having current

density not more than 1.6 Amp. / sq.mm (Rated current / cross section area)

duly wrapped with colour insulating tape for phase sequence of following

current carrying capacity, erected with necessary bus bar supports

/insulators, main cable socket to each bar, erected in existing cubical panel

with necessary connections.

(B) Suitable for 200 Amp. capacity 24 Rn.Mtr 3171 31.71 3202.71

SECTION 3-10 / MINIATURE CIRCUIT BREAKERS

providing and erecting Miniature circuit breaker single pole 6A to 25A

suitable to operate on 240 V A.C. system and having breaking capacity 10 KA

17 to be erected in existing box. confirming to IS 8828/1996 with ISI Mark Cat.III

(Make - Schneider Acti 09 Series / Legrand DX 3 Series)

Providing & erecting 240 V MCB double pole switch for motor & inductive

load (C Curve) having 10 KA breaking capacity & confirms to IS : 8828 in

existing box having 40 Amp Capacity . Cat.III (Make - Schneider Acti 09 Series

/ Legrand DX 3 Series)

Providing & erecting 415 V MCB Four Pole for Motor & Inductive Load (C

Curve) having 10KA breaking capacity & confirms to IS :8828 in existing box

having40 Amp. capacity . Cat.III (Make - Schneider Acti 09 Series / Legrand

Providing & erecting 415 V MCB three Pole for Motor & Inductive Load (C

Curve) having 10KA breaking capacity & confirms to IS :8828 in existing box

having 6 to 32 Amp capacity as per SLD given by EIC Cat. III SOR 3-10-6

SECTION 3-11 MCB DISTRIBUTION BOARDS

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

21 Half / One Module Blanking Plate of Standard Size. 12 Ea. 9 0.09 9.09

Providing and erecting SPN double door (IP 43) Sheet Steel powder coated

MCB distribution board - flush / surface mounted fitted with busbar, neutral

link, earth bar and DIN rail, Conforms to IS 8623-1 & 3, IEC 61439-1 &

without MCB to house appropriate nos. of MCBs.(The DBs should be used of

same company of MCB to be used) suitable for single phase incoming and

horizontal single phase outgoing (Make - Schneider Acti 09 Series / Legrand

(A) single phase incoming and horizontal single phase outgoing

(b) sheet steel double door (IP-43)

SECTION 3-12 EARTH LEAKAGE CIRCUIT BREAKERS

providing and erecting Approved make 40 AMPS Double Pole RCCBs

conforming to IS: 12640 and having sensitivity of 30 mA and Short Circuit

withstand capacity of 10 KA and suitable for operation on single phase

V,50Hz. having characteristic of quick action & tripping with all advance

feature & do not incorporate any electronic component. for following Max.

rating erected as directed CAt. III (Make - Schneider Acti 09 Series / Legrand

SECTION 3-14 EARTHING

Providing and erecting required size HOT deep Galvanised iron strip for

24 earthing of H.T. , OCB/ ACB/ Transformer LT panel board, Motors etc. using 12 Kg. 77 0.77 77.77

proper clamp. (25x3MM)

25 Providing and erecting Annealed bare Copper wire 8 to 16 SWG. 6 Kg. 787 7.87 794.87

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Supplying & erecting in earthpit of minimum bore dia. 225mm size ASH or

approved make Safe Earthing Electrode consisting Pipe-in-Pipe Technology

as per IS 3043-1987 made of corrosion free G.I.Pipes having Outer pipe dia

of 80 mm having 80-200 Micron galvanising, Inner pipe dia of 40 mm having

200-250 Micron galvanising, connection terminal dia of 14 mm with

constant ohmic value surrounded by highly conductive compound with high

charge dissipation suitable for following type of applications.

[C] For Electrical Installation covering Transformer Neutrals, Lightning

arrester Earthing, A.C.Plant & Sensitive Computer System(like

Automation, SCADA)i.e. independent Earthing located in other than

normal soil i.e. Soft Rock, Marshy Soil etc. -Length of Pipe : 3 Mtrs. .-Back

filling Compound :2 nos Bags of 25 Kg. (MAKE:- Ashlok / ETP)

SECTION 3-16 / CUPBOARDS (PanelBoards)

Providing & erecting weather proof, dust & vermin proof, floor mounted

front operated indoor type cubical panel board having IP-64 protection

made from 14 SWG thick CRC M.S. sheet for outer body & doors, 16 SWG

thick CRC M.S.sheet for internal partitions with necessary supporting angles,

flats including cutting, bending, drilling, welding, riveting with internal

partitions & cable alley as per requirements & instruction of engineer-in-

charge with erection of

supplied switch gears, BUSBARS, with suitable size of inter connecting PVC

copper wire / copper-aluminium strips, rubber grommets, rib, bakelite

control fuses for measuring instruments, earth bus & earth bolts, foundation

flange - bolts-base Plates, sufficient nos. of hinged doors, handles with

locking arrangement and rubber gasket complete. The Panel shall be painted

with epoxy powder coating.

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

(The rates excludes the cost of switchgears, bus bars, inter connecting mains

& Copper Aluminium strips, meters, Fuses etc. The dimension shall be

measured excluding base beams) The panel shall be supplied with only CPRA

approved manufacturers with following size. Panels to be provided with

Required Labels as per need, Panel provided should have provision for both

(Floor or Wall Mounting).

(i) with 350 mm depth

(1) METER BOARD - 1 FOR 11 Nos 3 Phase Meter 6 Sq.Mtr 14755 147.55 14902.55

(1) METER BOARD - 2 For 11 Nos 3 Phase Meter 6 Sq.Mtr 14755 147.55 14902.55

SECTION 4-4 / ARMOURED COPPER CABLES

Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand

Copper conductor for 1.1 KV. to be laid on wall with necessary clamps or in

28 existing trench / pipe at road crossing or floor of following size of cable. (

Make- APAR - Anushakti / Havelles/ LAAP )

Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand /

Solid Copper conductor for 1.1 KV. to be laid on wall with necessary clamps

29 or in existing trench / pipe at road crossing or floor of following size of

cables. ( Make- APAR - Anushakti / Havelles/ LAAP )

SECTION 4-6 / CABLE GLANDS.

Providing and, fixing heavy duty flange type brass cable gland with rubber

ring for PVC insulated armoured cable complete with out going tails,

insulating tape etc for following size of cables. Make - HMI / Dowelles

SECTION 4-7 CABLE LUGS.

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Solder less crimping type Copper lugs conforming to IS suitable for cable of

following size evenly crimped with high pressure tool & connected to

switchgear terminals with brass/cadmium plated nut bolts in an approved

manner. Make - HMI / Dowelles

CHAPTER - V Fans and Accessories

SECTION 5-1 / CEILING FANS AND ACCESSORIES

Erecting (Only Installation) Approved make Ceiling Fan with double ball

bearing ISI mark with Condenser 230 volt A.C.50 Hz 1200 mm sweep

32 complete having 3 blades aluminium body and blade sets having ornamental 24 Ea. 51 0.51 51.51

design shanks , canopy erected with earthing.

Supplying & erecting single phase approved make industrial exhaust fan

suitable for medium duty ring mounted low noise operation suitable for

medium duty having following dia size and maximum speed in RPM Make :

[A] 305 mm dia 900 RPM

SECTION 5-2 FAN ACCESSORIES

Supplying and erecting 19 / 20 mm. nominal bore Medium Class M.S. Pipe

34 down rod erected duly painted for fan complete with proper insulation 12 Mtr 107 1.07 108.07

without leakage and earthing. (MAKE:- ZARAL)

OPEN WELL TYPE HORIZONTAL MONO BLOCK PUMPS

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing & erecting open well horizontal mono block pump set (Make :

Lubi) with cast iron body and copper rotor, complete for three phase

submersible motor having CAT II [C] For 3 HP 3 phase open well

horizontal mono block pump set suitable for 85 LPM to 270 LPM @ 11 mtr to

33 mtr head suitable for 50/65 mm dia delivery pipe. Note : Quoted rate

should be inclusive of the cost of: (i) DOL starter having short circuit

protection, Overload Protection, Single phase prevention , and under

voltage protection. (ii) GELCO or equivalent make Liquid Lever Controller

with necessary wiring

SECTION 9-6 SUBMERSIBLE PUMPS

S.I.T.C. submersible pump set suitable for bore of 150 mm. dia. or more

having three phase motor capacity not more than 5 H.P. with following

capacity . (A) (12 stage) 240 to 200 LPM discharge at 70 to 78 mtrs. head

respectively suitable for 50mm dia. delivery pipe Quoted rate should be

36 inclusive of the cost of (i) DOL starter having short circuit protection,

Overload Protection, Single phase prevention , and under voltage

protection. (ii) GELCO or equivalent make Liquid Lever Controller with

necessary wiring (Make:- Lubi) (Starter Make:- L&T

SECTION 9-7 PIPES AND PIPE FITTINGS

Providing and erecting ISI marked PVC insulated PVC Sheathed Flat flexible

37 Submersible copper cable approved make of following Size. Make :

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Supply, installing, testing and commissioning of metallic double door type

distribution board with following MCBs / ELMCBs / RCCBs / etc. with all

necessary connections etc. complete. DISTRIBUTION BOARDS 8-WAY

VTPN DB : (Common DB) 'Incoming : 100 A

MCCB (Make - Schneider Acti 09 Series / Legrand DX 3 Series)

'Outgoing : 6 to 32 A TP MCB (2 nos) (MCB TAKEN IN ABOVE SOR)

Outgoing : 6 to 32 A SP MCB (6 nos) (MCB TAKEN IN ABOVE SOR)

Excavation and backfilling of cable trench 900 mm deep complete with

39 compacting surplus soil and making a good finish level complete to the 30 Mtr 55 0.55 55.55

satisfaction of E.IC.

Supply and laying of Bricks on the cables in existing cable trench for cable

protection complete to the satisfaction of E.I.C.

Providing and erecting approved make 63 Amp Four Pole RCCBs confirming

IS12640 and having sesitivity 0-30 mAmp and shrt circuit withstand capacity

of 10 KA and suitable for operation on three phase and neutral 450 V 50 Hz

41 having charatristic of quick action and tripping with all advance features and 1 No 3010 30.1 3040.1

do not incorporate any electronic component as directed Make : Schinieder-

Acti 9 & Legrand DX-3

C TOTAL AMOUNT FOR SOR ITEMS (item Sr No 1 to 41)

C TOTAL AMOUNT FOR SOR ITEMS (item Sr No 1 to 41)

MARKET RATE ITEMS:-

LIGHTNING ARRESTOR AND CONDUCTORS :

Providing and fixing of lightning conductor finial made of 25 mm dia.

mm long, copper tube, having single prong at top, with 84 mm dia. 3 mm

thick copper base plate including holes etc. complete as required. (ISI

Rivetting, sweating and soldering of copper / GI tape (with another copper /

43 GI tape, base of the finial or any other metallic object) as per required. 10 nos 125 1.25 126.25

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Providing and fixing copper strip 19 mm x 3 mm thick on parapet or surface

of wall / on top of roof with insulated spacers / clamps at every 400 mm

interval for supporting lightning conductor as required.(for horizontal run). -

Providing and fixing copper strip 19 mm x 3 mm thick on surface of wall / on

RCC / steel column with insulated spacers / clamps at every 400 mm interval

for supporting lightning conductor as required.(for vertical run). -

PRECAST CHAMBER :

Supply and Install of PreCast Chamber 450 X 450 X 400 deep with cover with

frame complete.

MGVCL LIASIONING :

Liasioning Charges for getting approval from IMP Dept as well as Electrical

Inspector for High Rise Building and obtain 1 or 3 Phase 13 nos Permanent

Residential Connection from MGVCL (Rates inclusive of necessary

documentation with MGVCL - required documents / approved plans to be

furnished by University). This includes submission of applications to MGVCL

CABLE TRAY & STRUCTURAL STEEL :-

Supply, erection, fabrication and jointing of following size GI hot dip

galvanized cable tray with all accessories such as bends / cross / reducers /

Tee, with covers or without covers and clamps, GI hardwares, other

accessories etc. as per drawing and specification complete in line and level

etc. complete to the satisfaction of EIC (Galvanisation thickness shall not

been less than 75 micron)

150 x 25 x 2.0 mm Perforated cable tray with 160 x 10 x 2.0 mm plain GI

Estimate for Compound Wall For F.P. No : - 86 and

Sr No Description Qty Unit Rate 1% L.C. Total Rate Amount

Supply, erection, fabrication, cutting, welding and installation of structural

steel using m.s. angles, flats, channels etc. as per drawing and specification

with one coat of red-oxide paints and two coats of approved enamel paints

with all hardwares such as anchor fastners, GI nutbolts and washers etc.

complete to the satisfaction of EIC.

D TOTAL OF SR NO - 42 TO 49 (MARKET RATE ITEMS)

TOTAL COST FOR CIVIL, PLUMBING & ELECTRICAL WORK

(SOR & MARKET RATE ITEMS) (PART : A + B + C + D )

ADD FOR CGST AND SGST (18 %)

TOTAL COST FOR ADMINISTRARTIVE STAFF QUARTERS UNIT 2

Estimate for Compound Wall For F.P. No : - 86 and