Gujarat Water Supply and Sewerage Board Execute Drinking Water Scheme Under, M & R to Masa RWSS

Name of work :- Construction of compound wall, RCC Road and Misellinious work at various sub

headworks of Masa Phsae-2 Part-3 Projects Under M & R Programme work of Masa RWSS. Ta: Siddhpur,

Decription Qty Unit Amount

No. In figure In Words

SCHEDULE-B-1 (Compound wall Work)

Excavation for foundation up to 1.5 M. depth including Rupees One

sorting out and stacking of useful materials and Hundred Twenty

disposing of excavated stuff up to 50 M. lead. Eight & Paise

in Loose or Soft soil Seventy Nine only

Filling available excavated earth (excluding rock) in

tranches, plinths, sides of foundations etc. in layers not

2.0 exceeding 20 cm in depth consolidating each 73.91 CMT 137.47

Seven & Paise Forty

deposited layers by ramming and watering.

in Loose or Soft soil Rate

P.C.C. M-10 leveling Course

Providing and casting in situ mass cement concrete in Rupees Three

grade M-10 (approx. corresp. to prop. 1:3:6) using Thousand Six

granite quartzite trap metal of size 12 mm to 25 mm Hundred Sixty Two

incl. consolidation curing etc. complete. only

2.2 Without Forms Work

Brick work using common burnt clay building bricks

having crushing strength not less than 35 kg./Sq.Cm.

4.0 159.96 CMT 3708.98 Hundred Eight &

in foundation and plinth in Cement Mortar 1:6 (1-

Paise Ninety Eight

Cement :6 -fine sand)(B) Conventional

Supplying cutting, bending, binding and placing in

position steel as per plan and design and as per ISS

5.0 2502 including cost of steel and binding wire for 0.87 MT 77504.00

Five Hundred Four

reservoirs/structures only including lift up to 6 meter

height or depth below G.L. for all diameters

VOLUME-III Misellinious work of Masa Phsae-2 Part-3 Projects

Providing 15 mm. Thick cement plaster in single coat

on rough (similar) side og single or half brick walls for

6.0 interior plastering up to floor two level and finished 928.48 Smt 188.98

Eight & Paise Ninety

even and smooth in

cement Mortar 1:3 ( 1 cement : 3 Sand )

Finishing wall with weather proof exterior emulsion

paint on wall surface (two coats) to give an required

7.0 shape even shade after thoroughly brushing the 928.48 Smt 122.14

surface to remove all dirt and remains of loose

powdered materials etc. Complete.

Steel work, welded in built up sections framed work Rupees Nine

including cutting, hoisting, fixing in position and Thousand Eight

8.0 applying a priming coat of red lead paint. (D) In 3.36 Qtl 9818.27 Hundred Eighteen &

trussses and trussed purlins, upto 25 M. span and 15 Paise Twenty Seven

M. ovarall height. only

Painting two coats (excluding priming coat) over new

steel & other metal surface with enamel paint,

Rupees Ninety Six &

9.0 brushing, interior to give an even shade including 11.20 Smt 96.59

Paise Fifty Nine only

cleaning the surface of all dirt, dust and other foreign

Providing and casting in situ C.C. in grade M-15

(approx. corresp. to prop. 1:2:4) (proportions as per

mix design or as per Table 9 of IS456 2000 in masses

by weigh batching ) using granite, quartzite trap metal

of size 6 mm to 20 mm for RCC work, including

scaffolding centering, form work, needle vibrated

10.0 18.680 CMT 4906.00 Thousand Nine

consolidation, curing comp. up to 6 meter depth or

Hundred Six only

height (excluding cost of reinforcement and neat

finishing) with centering and shuttering/deshuttering

etc. comp. for structure for other than water retaining.

(a) Footong for Column or Foundation (with Form

VOLUME-III Misellinious work of Masa Phsae-2 Part-3 Projects

Providing and fixing 1.20 Metre high fencing with

Metre long M.S. Angle posts 40mm x 40 mm x6 mm

and oil painting 3 coats fixed at 2.5 Mt,C/c. with five Rupees Three

Horizontan lines and two diagonals of galvanised steel Hundred Ninety One

barbed wire weighting 9.38 Kg. per 100 Metre, & Paise Ninety

strained and fixed to posts with G.I,staples including Three only

fixing the postsin ground with 0.5 M x 0.5.M x 0.5 M.

block in C.C1:5:10 etc complete.

SCHEDULE-B-2 (RCC Wall Work)

Excavation for foundation up to 1.5 M. depth including Rupees One

sorting out and stacking of useful materials and Hundred Twenty

disposing of excavated stuff up to 50 M. lead. Eight & Paise

in Loose or Soft soil Seventy Nine only

P.C.C. M-10 leveling Course Providing and casting in

situ mass cement concrete in grade M-10 (approx. Rupees Three

corresp. to prop. 1:3:6) using granite quartzite trap Thousand Six

metal of size 12 mm to 25 mm incl. consolidation Hundred Sixty Two

curing etc. complete. only

2.2 Without Forms Work

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

Hundred Fifty Eight

3.0 exceeding 4 M. and removal of the same for in situ 1185.940 Sqmt 258.97

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.

Providing and laying controlled cement concrete Rupees Four

M.200 and curing complete excluding the cost of Thousand Four

4.0 formwork and reinforcement for reinforced concrete 236.400 CMT 4426.28 Hundred Twenty Six

work in (B) Walls, from top of foundation level upto & Paise Twenty

floor two level Eight only

Supplying cutting, bending, binding and placing in

position steel as per plan and design and as per ISS

5.0 2502 including cost of steel and binding wire for 9.530 MT 77504.00

Five Hundred Four

reservoirs/structures only including lift up to 6 meter

height or depth below G.L. for all diameters

VOLUME-III Misellinious work of Masa Phsae-2 Part-3 Projects

Filling available excavated earth (excluding rock) in

tranches, plinths, sides of foundations etc. in layers not

6.0 exceeding 20 cm in depth consolidating each 224.590 CMT 137.47

Seven & Paise Forty

deposited layers by ramming and watering.

in Loose or Soft soil Rate

Painting two coats (excluding priming coat) over new

steel & other metal surface with enamel paint,

Rupees Ninety Six &

7.0 brushing, interior to give an even shade including 1170.180 Smt 96.59

Paise Fifty Nine only

cleaning the surface of all dirt, dust and other foreign

Providing and fixing 1.20 Metre high fencing with

Metre long M.S. Angle posts 40mm x 40 mm x6 mm

and oil painting 3 coats fixed at 2.5 Mt,C/c. with five Rupees Three

Horizontan lines and two diagonals of galvanised steel Hundred Ninety One

barbed wire weighting 9.38 Kg. per 100 Metre, & Paise Ninety

strained and fixed to posts with G.I,staples including Three only

fixing the postsin ground with 0.5 M x 0.5.M x 0.5 M.

block in C.C1:5:10 etc complete.

structurally Designing and Drawing relevant to Indian

Rupees Forty Three

9.0 standards for Protection wall with necessary soil 1.000 Job 43000.00

testing complete as directed by EIC.

SCHEDULE-B-3 (RCC Road Work)

Box cutting the road surface to proper slope and Rupees One

camber for making a base for road work including Hundred Fourteen

removing the excavated stuff and depositing on the & Paise Forty Four

road side slope as directed upto 50Mt.lead. only

Providing and laying cement concrete 1:4:8 (1- Rupees Two

Cement :4- coarse sand : 8- hand broken stone Thousand Six

2.0 aggregates 40 mm nominal size) and curing complete 198.000 Cu.Mt. 2660.31 Hundred Sixty &

excluding cost of formwork in (A) Foundation and Paise Thirty One

Providing and laying controlled cement concrete Rupees Three

M.200 and curing complete excluding the cost of Thousand Eight

3.0 formwork and reinforcement for reinforced concrete 264.000 Cu.Mt. 3874.28 Hundred Seventy

work in (A) Foundations, footings, Base of columns Four & Paise

and Mass concrete Twenty Eight only

VOLUME-III Misellinious work of Masa Phsae-2 Part-3 Projects

Supplying cutting, bending, binding and placing in

position steel as per plan and design and as per ISS

4.0 2502 including cost of steel and binding wire for 3.638 M.T 77504.00

Five Hundred Four

reservoirs/structures only including lift up to 6 meter

height or depth below G.L. for all diameters

Providing and fixing pre-cast concrete kerb stone of

gray cement based concrete block 30 cm length, 30 cm

ht and 15 cm thick of M-250 grade concrete as per

Hundred Seventy

5.0 approved design and including excavation for fixing in 660.000 Rmt 374.92

Four & Paise Ninety

proper line and level, filling the join with C;M 1:3 (

cement :3 Fine Sand) etc complete. (upto 10 Ton)

SCHEDULE-B-4 (Land Filling Work)

Earthwork for embankment including breaking clods, Rupees One

dressing with all lead and lift (excluding watering and Hundred Seventy

consolidation)(E) From Borrow area within 3.0 Km. Seven & Paise

lead Thirty Four only

Total of Schedule B

I/We am /are withing to carry out the work at % above / belwo (Should be written in figures and words)

Above/ below the tendered rate mentioned and above amount of my tender as under

Estimated amount put to Estimated amount put to

Signature of Contractor

Deputy Executive Engineer Executive Engineer

Public Health Sanitary Sub Division Public Health Works Division

Siddhapur Patan

VOLUME-III PRICE BID Misellinious work of Masa Phsae-2 Part-3