Construction of New RCC road work and Paver work in Jodhpur Gamtal Area in Jodhpur ward in South West Zone. (ARC)

NAME OF WORK: Construction of R.C.C. Road and Paver Block at Jodhpur Gamtal Area in Jodhpur ward in South West Zone.

QTY. ITEM RATE PER AMOUNT

Demolition including stacking of serviceable materials and disposal

of unserviceable materials with all lead and lift. (I)R.C.C work.

Extra rate over item of excavation of earth for excavation of asphalt

pavement / RCC of thickness up to 0.20 meter including demolishing

2 the asphalt carpet, metal,s oiling/cutting Reinforcement etc.comp.

with stacking the material as directed. (Based on Previously

approved rate by C E sir )

A 609.00 up to 0.20 meter thickness (By Manual) 71.10 Smt

Box cutting the road surface to proper slope and camber for making

3 914.00 a base for road work including removing the excavated stuff and 127.13 Cmt

depositing on the road side slope as directed up to 200 Mt.lead

Conveyance charge of earth, lime, murrum, building rubbish,

manure, garbage, sludge, excavated rock, fly ash, aggregates of any

4 kind executed outside the road site. Rate also includes spreading &

levelling etc complete. Internal conveyance above 50 mt done within

the work site is not payable.

92.00 e) Lead From 4 Km to 5 Km. 52.42 Cmt

1554.00 f) Lead From 5 Km to 10 Km. 78.54 Cmt

357.49 g) Lead From 10 Km to 15 Km. 104.65 Cmt

Providing and laying Cement Concrete 1:3:6 (1- Cement : 3- Coarse

5 334.00 sand : 6- Hand broken stone aggregates 40mm nominal size) and 2339.59 Cmt

curing complete.

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

6 177.00 ceiling not exceeding 4 M. and removal of the same for in situ 99.79 SMT

reinforced concrete and plain concrete work in. (A)Foundations

Footings Bases of Columns etc. and Mass concrete.

(Item Code : 09001AA, SOR 2021-22, R & B Ahmedabad City

Providing and laying in position Ready Mixed M350 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 10 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

7 700.00 mixer to site of laying, excluding the cost of centering shuttering finishing 5140.94 Cmt

and 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 456 shall be maintained) (Cement level 500 kg(Item code

Pg 68,building SOR 2023-24)

Providing TMT Bar FE500D reinforcement for R.C.C. Work including

8 13.00 bending,binding and placing in position complete upto floor two 72492.60 MT

level. (As Per Building SOR Item code 05014C item no 5.4.11, pg.54)

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QTY. ITEM RATE PER AMOUNT

P/A Tremix with dewartering machine and floater machine on

constructed CC work for finishing the surface as per requirement.

9 3045.00 The rate including all machinaries, labor, loading, unloading, 48.21 SMT

transportaion etc complete as per direction given by engineer in

Making 15 mm. Groove in RCC work on road & filling it with

10 645.00 polysulfied selant & finished ot good incl. all labour charges etc. 26.79 RMT

comp.as directed.

Providing and Laying of Rubber Moulded Paver Block Grey/Coloured

60 mm thick, M-35 Grade of any size;shape (Usually Uni-Paver

Blocks) using black trap good quality aggragate of 20 mm nominal

size for footpath, parking areas, service lanes and other areas

as mentioned in the drawing/instruction of engineer in charge. Cost

includes formworks using rubber mould, Rate providing and laying

paver blocks as per required grading and specification. The paver

block shall be mechanically compacted. The work of paving blocks

shall be executed in line and level by skill mason of flooring work

only. It should be laid in such a way that the no cutting of the paver

block to be necessary. if cutting of paver block necessary then it

should be cut by machine only and carting. The finished surface of

the paver block shall have resonably good, plain finished. Paver

blocks shall be compacted and shall be relaid if necessary. Gravel or

such type of materials shall not be allowed for production. Laying

on 5cms thick sand beddding.

Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H Kerb

Block for Footpath in M-20 grade using 20 mm nominal size black

trap aggregate of Sevaliya/Timba or equivalent quality for pre-cast

blocks, reasonably exposed finish/ formwork , mould with well

equipped with vibratory system for kerb stones of approved design

including curing, etc. complete, including the cost of formwork etc.

complete. The rate shall also include necessary cutting of asphalt,

12 870.00 fixing the Kerb stones in line and level on 5 cm thick sand bedding 350.89 Rmt

with necessary equipments and materials. The rate shall also include

the flush pointing in CM (1:3) for all joints of the kerbstones. Filling

of zari alone the sides of the kerb stone fixed with Bituminous

concrete mixed in proper position as directed by Engineer in change

to form a portable mixture. In any case Gravel or such type of

materials shall not be allowed for production. a)Laying on 5 cm thick

Pre cast concrete kerb Providing and fixing M25 Grade of concrete

precast exposed / Fair finish / texture finish kerb stones of approved

make as per approved sample of any size and any type. Kerbs shall

be fixed on the foundation prepared as per approved design. The

rate shall also include for erecting and fixing the pieces in position for

complete kerb system with chamfered type of kerbs including

13 50.00 necessary accessories of kerb like radius kerbs, angles and quadrant 912.5 Rmt

kerbs, droplet kerbs etc. complete as per drawing. Kerb shall be fixed

as paper joint without any jointing material. However cement mortar

shall be provided at the backside of kerb stone joint. (Sample must

be approved) Cost of excavation, cutting , base , side filling shall

includes as directed engineer - incharge in above item description as

per BOQ (b) 380 x 600 x 150 mm high Footpath kerb.

Labour work for fixing Interlocking Blocks / any kind of pavement

14 50.00 on up to 50 mm thick sand bedding, levelling, watering and fixing in 68.64 Smt

line & level as well cleaning the site etc.comp. as directed.

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QTY. ITEM RATE PER AMOUNT

Labour work of fixing Kerb any design of central verge, (both side)

footpath kurb, items includes necessary excavation, asphalt cutting

of any thickness, erecting in line and position and pointing with

cement mortar (1:3), watering, etc complete, filling with zari along

the side of the kurb, the kurb stone fix prepared with bitumnious top

surface, as directed by engineer in charge.

Repairing damaged M.H. and rasing M.H. up to road level incl.

removing damaged brick work and repairing by brick masonry in

16 C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and existing MH

sheet cover, removing the debris from MH and carting the same as

b 10.00 (B) up to 0.35mt. (@ Four Coarse) 1155.44 No.

Constructing Chamber of following size including excavation,

refilling, BBCC (1:5:10) for foundation, C.C.Channel (1:2:4), finished

17 15 mm thick cement plaster inside in CM 1:3, finishing with cement

slurry, Brick masonary in CM 1:5 & excluding the cost of chamber

seat cover etc.completed.

a 30.00 0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to 0.90 meter 2261.61 No.

Providing F.R.C. MH seat cover incl. carting to the work site etc.

comp. Directed.

F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames

a 20.00 Cover : 728mm ø & 100 mm thick circular cover, 35.00 MT load 3354.74 Set

design, 100x2mm MS flat allround, 16mm ø plain round bar for

F.R.C. Medium Duty [MD-10] Chamber Covers & Frame- 600 x

d 10.00 mm clear opening, The dimension of frame and cover as per 2254.98 No.

mentioned in Amend No.1 to IS 12592 : 2002 table

Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth

up to 1 mt including excavation, B.B.C.C. (1:5:10), 23 cms thick brick

maso. wall in the prop. of CM (1:6) with 40 mm thick IPS flooring in

the prop M15 at bottom and 15 mm thick cement plaster inside the

catch pit in the proportion of CM (1:3) with out jali etc. comp. as

CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with frame

20 60.00 600mm x 600mm clear opening etc. comp.. As directed by engineer 1377.64 No

Providing & Supplying ISI Standard RCC pipes (of sulphate resisting

cement) in a standard lengths of following class & dia meter suitable

for socket-spigot type including all taxes , insurance, transporation,

freight charges, octroi, inspection charges, loading, unloading,

conveyance to departmental stores, staking etc complete (IS

21 458:1989) Class NP-3, test pressure 0.7/kg/sqcm. Rate also includes

supplying RCC collar for RCC pipes including taxes, carting, loading,

unloading, etc complete. Including labour work for lowering, laying,

jointing, RCC pipes in CM 1:1 1/2 of following diameters in proper

position, grade and alignent at all as directed by engineer in charge.

(RCC pipe Horizontal cast)

a 490.00 300 mm internal diameter 888.37 Rmt.

Hiring Charges For J.C.B.Machine Inclduing Cost Of Fuel, Operator,

Hiring of Tractor with trolley considering 8 Hrs. As working Day hours

23 5.00 inclu. Driver (GWSSB SOR-2022-23 Section-2E-Miscellenous Item 2104.09 Day

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QTY. ITEM RATE PER AMOUNT

Constructing Slab type M.H. Chamber of the following size including

excavation, refilling, brick bats cement concrete (1:5:10) of thickness

15 C.M., CC Channel (1:2:4) of thickness 10 C.M., finished 15 mm

thick cement plaster inside & outside (Only for shaft) in CM 1:3,

finishing with cement slurry, P/F 4 mm dia M.S.Steel HDPE coated

steps 35 cm c/c at 35 cm staggered in masonary CM 1:5, RCC Slab in

CC 1:1.5:3 of thickness 23 C.M., including Cantering & reinforcement

(double jalli at 15 C.M. c/c bothway 12 mm dia.) but excluding the

cost of Manholeseat cover etc..completed. of Size 1.00 X

meter (Inside Clear,M.H. length should be parallel to the flow, for

pipe dia <= 800 mm) (Based on Drainage SOR 2009-10)

10.00 1.00 to 2.00 meter depth, (Slab at Ground level) 10177.68 Nos.

Excavation for pipe line trenches for sewerage line, manhole etc all

with shoring and struting if required as per required gardient and line

25 including safety provisions using site railes and stacking excavated

stuff including upto all required lead cleaning the site etc. Complete

for all leads and strata as specified. (GWSSB SOR-2022-23, page

no:32, section:

Excavation upto1& 2 B depth

1.5mt labour, Item no:1)

239.00 In all sorts of soil and soft murrum 84.10 cmt

Excavation upto 1.5 to 3.0mt depth

239.00 In all sorts of soil and soft murrum 92.60 cmt

1400.00 Paver Block 60 mm thick Providing and

laying shot blasted Non - interlocking, Paver blocks of specified

thickness, size, grade of concrete and colour machine made and

blasting by automatic shot blasting machine and high density of as per

approved sample of approved make for footpath, parking areas, service

lanes,cross over and other areas as mentioned in the drawing.

Including providing and laying 50 mm thick averave bedding layer of

coarse sand below paver block as per required grading and

specification. Laid paver block shall be mechanically compacted. The

work of the paving blocks shall be executed in line and level by skilled

mason of flooring work only. Small size of paver block with same

specification shall be used at residue or at end. It should be laid in

such a way that the no cutting of the paver block to be necessary. If

cutting of paver block shall be required , than cut by machine only and

laying to be done by skilled flooring mason. The finished surface of

the paver block shall have coarse sand Texture Finish. Pave blocks

shall be compacted and shall be re-laid if necessary. Actual laid area

shall be measured and paid without any wastage. (A) 60 mm thick M-

35 grade Grey Paver block of size 200mm x 200mm.As per approved

400.00 Paver Block 80 mm thick Providing and laying shot blasted Non

- interlocking, Paver blocks of specified thickness, size, grade of

concrete and colour machine made and blasting by automatic shot

27 blasting machine and high density of as per approved sample of 1150.59 Sqmt

approved make for footpath, parking areas, service lanes,cross over

and other areas as mentioned in the drawing. Including providing and

laying 50 mm thick averave bedding layer of coarse sand below paver

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