Constructing of New RCC Road & Footpath and other repairing work from MP Shri / MLA shri and Other Budget at Different Places areas of Chandlodia Ward in NWZ.(ARC)

Name of work : Constructing of New RCC Road & Footpath and other repairing work from MP Shri /

MLA shri and Other Budget at Different Places areas of Chandlodia Ward in NWZ.(ARC)

Sr. No. QTY. ITEM RATE PER AMOUNT

1 1250 Excavation for foundation upto 1.5 m depth including sorting out 115.92 Cmt

and stacking of useful materials and disposing off the excavated

stuff upto 50 Meter lead.(A) Loose or soft soil.

(Item Code : 04001A, SOR 2023-24, R & B Ahmedabad City)

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

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

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. (as per AMC SOR)

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

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

3 100 Dry Lean Cement Concrete M-15 Sub- base (Construction of dry 3790.21 Cmt

lean cement concrete Sub- base over a prepared sub-grade with

coarse and fine aggregate conforming to IS: 383, the size of coarse

aggregate not exceeding 25 mm, aggregate cement ratio not to

exceed 15:1, aggregate gradation after blending to be as per table

600-1, cement content not to be less than 150 kg/ cum, optimum

moisture content to be determined during trial length construction,

concrete strength not to be less than 10 Mpa at 7 days, mixed in a

batching plant, transported to site, laid with a paver with electronic

sensor, compacting with 8-10 tonnes vibratory roller, finishing and

4 500 Providing Formwork of ordinary timber planking so as to give a 171.68 SMT

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.

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

5 75.0 Providing and laying in position Ready Mixed M 250 grade concrete 4853.56 Cmt

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 mixer to site of laying,

excluding the cost of centering shuttering finishing 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

cement level as per latest IS 456 shall be maintained) (Cement level

(Item Code : 5056, SOR 2023-24, R & B Ahmedabad City)

6 350 Providing and laying in position Ready Mixed M-350 grade concrete 5140.94 Cmt

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 mixer to site of laying,

excluding the cost of centering shuttering finishing 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

(Item Code : 5058, SOR 2023-24, R & B Ahmedabad City)

7 20000 Providing TMT Bar FE 500D reinforcement for R.C.C. work including 75.46 Kg.

bending, binding and placing in position complete upto floor two

(Item Code : 05014C, SOR 2023-24, R & B Ahmedabad City)

8 2000 P/A Tremix with dewartering machine and floater machine on 48.21 SMT

constructed CC work for finishing the surface as per requirement.

The rate including all machinaries, labor, loading, unloading,

transportaion etc complete as per direction given by engineer in

9 1000 Making 15 mm. Groove in RCC work on road & filling it with 26.78 RMT

polysulfied selant & finished ot good incl. all labour charges etc.

comp.as directed.

10 0 Repairing damaged M.H. and rasing M.H. up to road level incl.

removing damaged brick work and repairing by brick masonry in

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

a 35 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No.

b 20 (B) up to 0.35mt. (@ Four Coarse) 1155.44 No.

c 10 (C) up to 0.65 mt. (@ Seven Coarse) 1786.49 No.

11 0 Constructing Chamber of following size including excavation,

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

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. (As per previously approved rate of AMC

after deduction @12% GST)

a 5 0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to 0.90 meter 2261.61 No.

b 15 0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to 0.90 2874.11 No.

c 15 0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to 1.20 meter. 3905.36 No.

12 25 F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers 6165.25 Set

& Frames Cover : 728mm ø & 100 mm thick circular cover,

35.00 MT load design, 100x2mm MS flat allround, 16mm ø

plain round bar for lifting the cover & should be fitted with

plastic cups. Frame : 560 mm ø clear opening, outer size-

888x888x175 mm. On the upper periphery of frame 25 x

mm wide MS flat should be well embed in concrete to protect

the edges of frame. FRC E.H.D.-35 manhole cover &

frame described as above (As per central store circular after

a 10 ( Only Cover ) F.R.C. Extra Heavy Duty [EHD-35] 3885.59 No.

Machinehole Covers & Frame- 560mm ø clear opening,

The dimension of frame and cover as Directed

b 10 ( Only Frame ) F.R.C. Extra Heavy Duty [EHD-35] 3029.66 No.

Machinehole Covers & Frame- 560mm ø clear opening,

The dimension of frame and cover as per Directed

0 F.R.C. Heavy Duty [HD-20] Machinehole

c 25 (SET cover and frame) F.R.C. Heavy Duty [HD-20] 5889.83 Set

Machinehole Covers & Frames- 560mm ø clear opening,

The dimension of frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table

d 10 (Only Cover) F.R.C. Heavy Duty [HD-20] 3177.97 No

Machinehole Covers & Frames- 560mm ø clear opening,

The dimension of frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table 1 (Only Cover)

e 10 (Only Frame ) F.R.C. Heavy Duty [HD-20] 3029.66 No

Machinehole Covers & Frames- 560mm ø clear opening,

The dimension of frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table 1 (Only Frame )

0 F.R.C. Medium Duty [MD-10] Machine hole

f 1 (SET cover and frame) F.R.C. Medium Duty [MD-10] 4025.42 Set.

Machinehole Covers & Frames- 560mm ø clear opening,

The dimension of frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table 1 (SET cover and frame)

g 1 (Only Cover ) F.R.C. Medium Duty [MD-10] 2224.58 No.

Machinehole Covers & Frames- 560mm ø clear opening,

The dimension of frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table

h 1 (Only Frame ) F.R.C. Medium Duty [MD-10] 2076.27 No

Machinehole Covers & Frames- 560mm ø clear opening,

The dimension of frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table

13(a) 35 F.R.C. Strom water Grating Set Grating (jali) 740 x 740 X 90 5173.73 No

mm Square Jali. 20.00 MT Load Design , 90 X2 mm MS Flat

Around, Frame : 600 X 600 mm clear opening, outer size

x 900 x165 mm. om upper periphery of frame 25 x 3 mm

wide MS Flate Should be well embded in concrete to protect

the edge Frame comp.. As directed by engineer in charge.

(Rates are based on Central Store circular no.

13(b) 15 F.R.C. Strom water Grating Set Grating (jali) 690 x 690X 70 4741.53 No

mm Square Jali. 20.00 MT Load Design , 70 X2 mm MS Flat

Around, Frame : 600 X 600 mm clear opening, outer size

x 800 x120 mm. om upper periphery of frame 25 x 3 mm

wide MS Flate Should be well embded in concrete to protect

the edge Frame comp.. As directed by engineer in charge.

(Rates are based on Central Store circular no.

13( c) 10 F.R.C. Strom water Grating Set Grating (jali) 620 x 620 X 75 4734.75 No

mm Square Jali. 20.00 MT Load Design ,75 X1.2 mm MS

Flat Around, Frame : 500 X 500 mm clear opening, outer

size 770 x 770 x135 mm. om upper periphery of frame

25 x 31.5 mm wide MS Flate Should be well embded in

concrete to protect the edge Frame comp.. As directed by

engineer in charge. (Rates are based on Central Store

circular no. 02/2024-25 Dt. 14.10.2024)

14 50 Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 3110.80 No.

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 directed. (As per previously approved rate of AMC

after deduction @12% GST)

15 500 Excavation for foundation for depth from 1.5 m to 3.0 m including 128.52 Cmt

sorting out and stacking of useful materials and disposing off the

excavated stuff upto 50 Meter lead. (A)Loose or soft soil.

(Item Code : 04002A, SOR 2023-24, R & B Ahmedabad City)

16 0 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 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 100 300 mm internal diameter 888.37 Rmt.

b 50 450 mm internal diameter 1539.32 Rmt.

17 0 Providing, laying, spreading and compacting graded stone 1739.38 Cmt

aggregate to Wet Mix Macadam specification including premixing

the Material with water at OMC in mechanical mix plant carriage of

mixed Material by tipper to site, laying in uniform layers in sub-

base / base course on well prepared surface and compacting with

vibratory roller to achieve the desired density as per Codal

Provision. (as per road project rates)

500 Production & Supply of WMM 1975 Cmt

500 Laying of WMM 35 Cmt

18 0 Providing and supplying,and jointing ISI mark only standard

length stoneware pipes of following class and diameter

including excavation for laying of pipes, insurance,

transportation, freight charges, octroi, inspection charges,

loading, unloading, conveyance to departmental stores,

stacking etc. compl. (IS651/1989 (item no.11 ,claas A,IS - 651 -

1989 Pg No.17 )(GWSSB SOR 2022-23)

a 25 100 mm dia 113.00 Rmt

b 50 150 mm dia 163.00 Rmt

c 50 200 mm dia 252.00 Rmt

100 230 mm dia 299.00 Rmt

19 0 Dismantling the following including loading, unloading and disposal

of unserviceable material for all lead or as directed by Engineer-In-

Charge and stacking the serviceable material and backfilling the

resulting trenches and pits complete.

a 50 Demolition & disposal of unservisable material with all lead and lift 348.10 Cmt

for unreinforeced concrete. (AMC sor)

b 50 Demolition of Brick work and stone masonry including stacking of 544.95 Cmt

serviceable materilas and disposal of unserviceable materials with

all lead and lift. (ii)In Cement Mortar.

(Item Code : 20003B, SOR 2023-24, R & B Ahmedabad City)

c 50 Demolition including stacking of serviceable materilas and disposal 1047.38 Cmt

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

(Item Code : 20002, SOR 2023-24, R & B Ahmedabad City)

20 0 Extra rate over item of excavation of earth for excavation of asphalt

pavement/RCC of thickness up to 0.20 meter including demolishing

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

with stacking the material as directed.(As per previously approved

rate of AMC after deduction @12% GST)

a 200 up to 0.20 meter thickness (By Manual) 71.10 Smt

b 250 0.20 to 0.30 meter (By any type of Breaker Machine or R.C.C.Cutter 177.76 Smt

machine including cost of operator, fuel, & transportation etc

c 250 0.30 meter & above (By any type of Breaker Machine or 311.08 Smt

R.C.C.Cutter machine including cost of operator, fuel, &

transportation etc complete.

21 150 Hiring Charges For J.C.B.Machine Inclduing Cost Of Fuel, Operator, 535.71 Hr

Dirver Etc.. (As per previously approved rate of AMC after

deduction @12% GST)

22 150 Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt 535.71 Hr

Demolishing Work on site by using Operator, fuel, power Supply

etc. Complete as Directed. (No payment should be allowed for non

working condition of machinery and for pipe line excavation and

M.H. work. Allowed only for break down work) (As per previously

approved rate of AMC after deduction @12% GST)

23 0 Providing, laying and jointing in true line and level UPVC pipe (SCH-

40) of following dia. Including fittings of standard make as approved

by Engineer-in-charge. (R & B SOR 2021-22 Item Code

24 0 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 Manhole seat cover etc..completed. of Size

1.00 X 1.40 meter (Inside Clear, M.H. length should be parallel to

the flow. (As per previously approved rate of AMC after deduction

a 5 1.00 to 2.00 meter depth, (Slab at Ground level) 10177.68 No.

b 5 2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From G.L.) 19258.04 No.

c 2 3.00 to 4.00 meter depth, (Slab at below 1.00 mt. From G.L.) 26867.86 No.

25 200 Providing and mixing fibre mesh E3 fiber mesh 150 multi dimension 319.97 Kg.

graded multifilament 100% virgin macro polyprolene/ polymetric

fibers contains no reprocessed olefin materials and are specifically

manufactured for use as a concrete secondary reinforcement. Fiber

mesh stealth E3 shall be confirm to ASTM-C116, type

26 0 Corrugated DWC HDPE pipes (Non-pressure pipes)

Providing and supplying,Lowering, Laying & Joining of Class

SN8 Structured Wall polyentheiene piping systems (Pipe with

online/offline coupler and elastomeric sealing ring) with non-

smooth external annular corrugated and smooth internal

surface (Double central taxes, transportation, freight charges,

octroi, inspection charges, loading, unloading, coveyance to the

departmental stores etc. complete-Road Project Approved Rate

27 200 Road marking with hot applied thermoplastic paints strictly of 559.00 SMT

Automark - "Specsmark", Asian Paints-"Apcomark", Katalline-

"Traffix O" or Berger Paints-"Sigmark" with reflectorising glass

beads of Automark-"Autolux Gold", "Swarco", "Sovitec" Asian

Paints-Apcobids", "Potters" on bitumen surface providing and

laying a hot applied thermoplastic compound 2.5 mm thick

including reflectorising glass beads @ 250gms per sqm area,

thickness of 2.5mm is excluding of surface applied glass beds as per

IRC:35-2015. The finished surface to be level, uniform and free from

streaks and holes. zebra patta /bump patta lane/center line/ edge

line/cut patta. The white color marking should provide liminance

coefficinet on cemend road shalll be min 130 mcd/m2/lux and

Asphalt road shall be min 100 mcd/m2/lux during the service life

during the day time. The marking should meet the performance

criteria for night time reflectivity, wet reflectivity and skid

resistance as mentioned in the section-15 of IRC 35-2015. (As per

28 5 Poly Urethane:Flexible Bollard - Providing and fixing Poly 6950.00 No.

Urethane:Flexible Bollard made out of TPU (Thermoplastic

Urethane Poly Ethelene) and UV stabilized material, shall have high

flexiblity and no fedding colours, shall have fixed 3 bends of 100mm

width type-I retro-reflective sheeting tape of white colour which

sheeting shall be fixed on posts using special adhesive, which shall

not easy to tear, the cylinderical shape pillar shall have diameter

160mm, height 1370mm, with square base of 250x250mm, it shall

have weight over 5.0kgs, Upper circular head shall be made of PE

(Poly Ethelene) / PPCP (Polypropylene copolymer) material with

410mm dia, print area of circular head part shall be 390mm, both

the parts shall be fixed with each other by rivetting and special glue

material, with peripherial boarder of black colour made of same

kind of material, which shall have printed one side direction

indication sign and another side AMC Logo on micro prismatic type-

XI retro-reflective sheeting. The flexible bollards shall be fixed by

nail of 12mm dia x 200mm length, by drilling in existing concrete /

or any hard surface by drilling and fixing by epoxy resin and hardner

of make brand 3M or same kind of approved brand material. Rate

shall include cost of bollard with specified material, all kind of

29 197 Providing and applying Primer before hot applied thermoplastic 47.00 SMT

paints marking on RCC road surface, which must ensure better

adhesion of thermoplastic paint to the surface and also increase

paint durability, including all material, manpower, tools and

machineary required for work, with all required safety standards to

work in running traffic conditions, as per standards and as

instructed by engg in charge Agency has to quote rate on Sq.Mt.

work basis).(As per approved R.A)

30 200 Providing & applying C.R. Base Road Marking Painting lines, dashes, 219.00 SMT

arrow, letters etc. on Road in two coats on new Work with ready

mixed road marking paint conforming to IS:164 and AASHTO

standard M-248-90 on concrete/ bituminous surface,including

required additive/ solvent, providing safety cones,barricades, string,

chalks or req. colour for line marking,etc. Cleaning the surface,

removing of all dirt , dust & other foreign matter and clear the site

as per engineer incharge.(As per approved R.A)

31 500 Structural steel work ( Confirming to IS 4923-1997) riveted, 126.68 Kg.

bolted or welded in builtup for all type sections, in framed

work, including cutting, hoisting, fixing in position and

applying a priming coat of approved steel primer all complete

as per the structural designs and directions of Engineer in

charge.Column ( 122 x 61 x 3.6mm ) (R &B SOR 2023-24

Ahmedabad cit; Item no. 20054 on Page no. 148)

32 250 Milling the existing bituminous pavement up to a depth of 50 mm 66.19 SMT

by milling machine in a single cutting depth, to make a uniform

surface without disturbing the base including diversion of traffic,

removing milled materials and disposal of milled material to an

approved dumping yard (within 12 km lead) including loading and

unloading, all leads and lift, fuel, lubricant charges etc complete. (As

per Road project work)

33 250 Milling the existing bituminous pavement for a depth more than 50 88.16 SMT

mm up to 100 mm by milling machine in a single cutting depth to

make a uniform surface without disturbing the base including

diversion of traffic, removing milled materials and disposal of milled

material to an approved dumping yard (within 12 km lead) including

loading and unloading, all leads and lift, fuel, lubricant charges etc

complete. (As per Road project work)

15 Filling in plinth with sand under floors including watering ramming, 455.53 Cmt

consolidating and dressing complete (R &B SOR 2023-24

Ahmedabad cit; Item no. 4.24; 04007A Page no. 48)

34 250 Providing and laying in position Ready Mixed M150 grade concrete 3790.21 Cmt

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 mixer to site of laying,

excluding the cost of centering shuttering finishing 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)

(SOR 2023-24 Ahmedabad City, Item Code : 5054)

35 150 Pre cast concrete kerb Providing and fixing M25 Grade of concrete 1061.61 Rmt

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 necessary accessories of kerb like radius kerb, angles and

quadrant 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 (a) 450 hight x 600x 150 mm high median

kerb.As per approved rate.

36 500 Pre cast concrete kerb Providing and fixing M25 Grade of concrete 912.5 Rmt

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 necessary accessories of kerb like radius kerbs, angles and

quadrant 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.

As per approved rate.

37 640 Paver Block Providing and laying shot blasted Non - interlocking, 669.65 Smt

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 Road

38 30 Providing and making Tree guard with grey exposed finish in grade 794.64 No

M20 With Nominal Steel and Wall Thickness of 100mm and Outer