GOVERNMENT GRANT

Name Of Work : વોર્ડ નં.૧,ર,૩,૪ અને ૮ મ ં મંજૂર થયેલ ૧૮ સોસ યટીઓ મ ં સી.સી.રોર્,પેવર બ્લોક અને ભ ૂગર્ડ ગટર

Schedule-B1 :વોર્ડ નં.૧,ર,૩,૪ અને ૮ મ ં મંજૂર થયેલ ૧૮ સોસ યટીઓ મ ં સી.સી.રોર્,પેવર બ્લોક અને ભ ૂગર્ડ ગટર

Sr. No. Description Quantity Unit Rate Amount

1 Earthwork for embankment including breaking 1064.00 Cmt 169.28

clods, dressing with all lead and lift (excluding

watering and consolidation)(D) From borrow

area with in Any lead

2 Rolling of earth work in layers with power roller 1064.00 Cmt 13.42

including filling in depressions which occur

during the process

3 Watering of earthwork as directed 1064.00 Cmt 9.45

4.1 Box cutting the road surface to proper slope and 492.00 Cmt 164.48

camber for making a base for road work

including removing the excavated stuff and

depositing on the road side slope as directed

upto 1.50 km.lead. (R.A)

4.2 Box cutting the road surface to proper slope and 627.49 Cmt 169.28

camber for making a base for road work

including removing the excavated stuff and

depositing on the road side slope as directed

upto 1.50 km.lead. (R.A)

5 Providing and laying cement concrete 1:4:8 (1 782.00 Cmt 2643.35

cement : 4 coarse sand : 8 crushed stone

aggregates 40 mm nominal size) and curing

complete excluding cost of form work in(a)

Foundation and plinth.

6 Providing and laying Controlledcement concrete 255.00 Cmt 4714.67

1:1.5:3 and curing complete excluding the cost of

formwork and reinforcement for reinforced

concrete including cost of form work by trimix

(vaccume,dewatering service) process for road

work by using vaccume, dewatering equipments,

floater, surface vibretor including making

grooves & rough finish to surface including

curing etc. complete (Rate Analysis) (1) C.C. Road

7 Providing and fixing pre-cast Rubber Dye/ stell 5382.00 Smt. 699.84

Dye inter locking concrete block 60mm thick with

grade of concrete M300 pnumatic compressed /

vibrated mechanically and as per approved

design Confirming to IS 15658 : 2006 including

35mm 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.

8 Raising or Lowering existing manhole or house 9.00 Rmt 2675.80

connection chamber including frame & cover to

the required final road level.(Rate Analysis)

9.1 Excavation for Pipe line trenches incl,all safety 195.00 Cmt 102.35

provisions using site rails and stacking excavated

stuff upto a lead of 90 mts cleaning the site

etc.complete for lifts and strata as specified.. Part-

B, p g. 37, It.no.-8,Year-14-15-(A) loose or soft

soil upto 1.50 m depth

9.2 Excavation for Pipe line trenches incl,all safety 2.00 Cmt 155.25

provisions using site rails and stacking excavated

stuff upto a lead of 90 mts cleaning the site

etc.complete for lifts and strata as specified.. Part-

B, p g. 37, It.no.-8,Year-14-15-(c) Hard murrum

10 Refilling the pipeline trenches incl. 174.00 Cmt 25.30

ramming,watering,consolidating disposal of

surplus stuff as directed within a radius of

km Part-B, I.no.10,P.no.38,Year-14-15-(a)

Surplus Stuff up to 3.00 km

11 Providing and supplying ISI marked only 161.00 Rmt 163.00

standerd length stoneware pipes in standard

length of following class and diameter including

alltaxes,insurance,transportation,freight

charges,octroi,inspection charges,loading,

unloading ,conveyance to the departmental

stores,stacking.complete (IS-651/1989 )-(A)

Class-A-(1) 150 mm Dia

12 ,laying and jointing stone ware pipes of following 161.00 Rmt 101.20

diameters with cement joints in C.M 1:1

proportion in proper position ,grade and

alignment as directed by Engineer-in-charge

including conveyance from stores to site of

work,jointing material etc.complete

13 Providing and constructing rectangular brick 6.00 No 7922.00

masonary chamber for house connection as per

type design in brick masonary in C.M. 1:3

including m 100 in foundation m 150 in bending

inside plastering in C.M. 1:3 and outside

plastering in C.M. 1:3 coping in m 200 fixing C.I.

steps and fixing R.C.C. precast or C.I. manhole

frame and covers but excl. supply of manhole and

covers etc. complete excl. supply of manhole and

cover etc. complete excl. excavation

14 Providing and construction Sewer manhole

Scraper manhole and Unit house connection

chamber as per the type design brick masonary

in C.M. 1:3 C.C. M 100 mm foundation and m

in benching inside plastering C.M. 1:3 necessary

coping in R.C.C. m 200 fixing C.I. steps and fixing

manhole frame and covos (But excluding supply

of manhole frame and covers) over manhole and

house connection chambers and fixing manhole

covers (but excluding supply of manhole covers)

over scaper manhole etc. complete providing and

fixing safety chain wherever necessary as per the

stipulation in the type design complete (excl.

(A) Manhole type 'A' circular type having inside

dia mater of 1200 mm for depth up 1.5 m depth

for 150 mm to 500 mm dia sewer.

(1) Manhole type 'A' as above but upto 1.00 m 4.00 No 12179.00

(2) Extra depth beyond 1.00 m but upto 1.5 m 1.20 Rmt 6628.00

depth for "A" type main holes.

15 F.R.C. precast M.H. frame & cover manufacture

supply & delivery at store or at site of work

precast R.Co. M 200 frame & cover suitable to

drainge & drawing including cost of

reinforcement ms Angles or flate curring mold

(A) Heavy duty for M.H. 20 tone capacity

(i) Frame 4.00 No 1121.00

(ii) Cover 4.00 No 1173.00

(B) House connection chamber

(i) Frame medium duty 6.00 No 813.00

(ii) Cover medium duty 6.00 No 920.00

Total ( B1 ) :-