Constructing of New RCC Road & Paver Block at Hebatpur Village, Thaltej Village and Other Roads in Diffrent Places of Thaltej Ward in NWZ.

Name of work : Constructing of New RCC Road & Paver Block at Hebatpur Village, Thaltej Village and Other Roads in Diffrent

Places of Thaltej Ward in NWZ.

QTY. ITEM RATE PER AMOUNT

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

stacking of useful materials and disposing off the excavated stuff upto

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

0 outside the road site. Rate also includes spreading & levelling etc complete.

Internal conveyance above 50 mt done within the work site is not payable.

1748 f) Lead From 5 Km to 10 Km. 78.54 Cmt

8911 g) Lead From 10 Km to 15 Km. 104.65 Cmt

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

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

705 150 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

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

including centering shuttering strutting and propping etc. Height of

propping and centering below supporting floor to ceiling not exceeding

15671 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

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

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

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

6 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 450 kg)

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

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

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

2473 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 : 5058, SOR 2023-24, R & B Ahmedabad City)

7 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 level.

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

8 P/A Tremix with dewartering machine and floater machine on constructed 54.00 SMT

CC work for finishing the surface as per requirement. The rate including all

15671 machinaries, labor, loading, unloading, transportaion etc complete as per

direction given by engineer in charge.

9 Making 15 mm. Groove in RCC work on road & filling it with polysulfied 30.00 RMT

2203 selant & finished ot good incl. all labour charges etc. comp.as directed.

10 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

0 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 directed.

a 56 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No.

b 56 (B) up to 0.35mt. (@ Four Coarse) 1155.44 No.

c 6 (C) up to 0.65 mt. (@ Seven Coarse) 1786.49 No.

11 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

0 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 12 0.60 X 0.45 mt. size Inside Clear, Depth from 0.0 to 0.90 meter 2261.61 No.

b 12 0.60 X 0.75 mt. size Inside Clear, Depth from 0.0 to 0.90 meter. 2874.11 No.

c 12 0.75 X 0.75 mt. size (Inside Clear) Depth from 0.0 to 1.20 meter. 3905.36 No.

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

a F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames Cover : 3354.74 Set

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 3 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

b F.R.C. Heavy Duty [HD-20] Machinehole Covers - 560 mm ø clear opening, 1720.44 No.

1 The dimension of frame and cover as per mentioned in Amend No.1 to IS

c F.R.C. Medium Duty [MD-10] Machinehole Covers - 560mm ø clear opening, 1255.52 No.

1 The dimension of frame and cover as per mentioned in Amend No.1 to IS

d F.R.C. Medium Duty [MD-10] Chamber Covers & Frame- 600 x 450 mm clear 2254.98 No.

1 opening, The dimension of frame and cover as per mentioned in Amend

No.1 to IS 12592 : 2002 table

e F.R.C. Light Duty [LD-2.5] Machinehole Covers & Frames-560mm ø clear 1915.14 No.

1 opening, The dimension of frame and cover as per mentioned in Amend

No.1 to IS 12592 : 2002 table

13 Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up to 3110.80 No.

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.

14 CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with frame 600mm x 3784.82 No.

600mm clear opening etc. comp 35 MT

15 Excavation for foundation upto 1.5 m depth including sorting out and 115.92 Cmt

stacking of useful materials and disposing off the excavated stuff upto

Meter lead.(A) Loose or soft soil.

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

16 Excavation for foundation for depth from 1.5 m to 3.0 m including sorting 128.52 Cmt

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)

17 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 3483 300 mm internal diameter 888.37 Rmt.

b 0 450 mm internal diameter 1539.32 Rmt.

18 Providing, laying, spreading and compacting graded stone aggregate to Wet 1739.38 Cmt

Mix Macadam specification including premixing the Material with water at

OMC in mechanical mix plant carriage of mixed Material by tipper to site,

0 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.

2440 Production & Supply of WMM 1708.13 Cmt

2440 Laying of WMM 31.25 Cmt

19 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

0 etc. compl. (IS651/1989 or its latest revision) including labour work for

lowering, laying, joiting with cement mortar (1:1) proportion, proper

postion, grade and alignment and all level as directed by engineer in charge

including store to site of work jointing material etc complete.

a 111 100 mm dia 165.52 Rmt

b 111 150 mm dia 242.98 Rmt

c 12 230 mm dia 400.54 Rmt

20 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

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

unreinforeced concrete. (AMC sor)

b 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 Demolition including stacking of serviceable materilas and disposal of 1047.38 Cmt

1101 unserviceable materials with all lead and lift. (i) R.C.C. work.

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

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

pavement/RCC of thickness up to 0.20 meter including demolishing the

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

stacking the material as directed. (Based on Previously approved rate by C E

a 724 up to 0.20 meter thickness (By Manual) 71.10 Smt

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

2203 machine including cost of operator, fuel, & transportation etc complete.

c 0.30 meter & above (By any type of Breaker Machine or R.C.C.Cutter 311.08 Smt

4956 machine including cost of operator, fuel, & transportation etc complete.

22 Hiring Charges For J.C.B.Machine Inclduing Cost Of Fuel, Operator, Dirver 600.00 Hr

23 Supplying Pneumatic Breaker Machine for RCC Slab or Asphalt Demolishing 600.00 Hr

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) (Based on Previously approved rate by C E sir )

24 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 23061, 23062, 23064,

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

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

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

0 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

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

a 22 1.00 to 2.00 meter depth, (Slab at Ground level) 10177.68 No.

b 33 2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From G.L.) 19258.04 No.

c 1 3.00 to 4.00 meter depth, (Slab at below 1.00 mt. From G.L.) 26867.86 No.

26 Providing and mixing fibre mesh E3 fiber mesh 150 multi dimension graded 319.97 Kg.

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

27 Corrugated DWC HDPE pipes (Non-pressure pipes)

Providing and supplying of Class SN8 Structured Wall polyentheiene piping

systems (Pipe with online/offline coupler and elastomeric sealing ring) with

0 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.

28 Road marking with hot applied thermoplastic paints strictly of Automark - 559.00 SMT

"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

362 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 approved R.A)

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

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 required

fixing materials and fixed at site including all fixing charges, surface

preparation of any site condition as per work requirements, with all lead

and lift, and transportation of any distance. The work shall be executed in

direction of the engineer in charge. (As per approved RA of Traffic Project)

30 Providing and applying Primer before hot applied thermoplastic paints 47.00 SMT

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)

31 Providing & applying C.R. Base Road Marking Painting lines, dashes, arrow, 219.00 SMT

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,

724 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

32 Structural steel work ( Confirming to IS 4923- 1997) riveted, bolted or 101.84 Kg.

welded in builtup for all type sections, in framed work, including cutting,

hoisting (for any height), fixing in position item includes applying a priming

coat of approved steel primer and two or more coats of synthetic enamel

paint all complete as per the structural designs an directions of Engineer in

33 Milling the existing bituminous pavement up to a depth of 50 mm by milling 66.19 SMT

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.

34 Milling the existing bituminous pavement for a depth more than 50 mm up 88.16 SMT

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

724 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.

0 (B) Paver Block Work

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

stacking of useful materials and disposing off the excavated stuff upto

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

0 outside the road site. Rate also includes spreading & levelling etc complete.

Internal conveyance above 50 mt done within the work site is not payable.

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

1310 g) Lead From 10 Km to 15 Km. 104.65 Cmt

3 Providing and laying in position Ready Mixed M150 grade concrete for 3790.21 Cmt

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

166 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)

4 Pre cast concrete kerb Providing and fixing M25 Grade of concrete precast 1061.61 Rmt

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.

5 Pre cast concrete kerb Providing and fixing M25 Grade of concrete precast 912.5 Rmt

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

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

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.

7 Providing and making Tree guard with grey exposed finish in grade M20 794.64 No

513 With Nominal Steel and Wall Thickness of 100mm and Outer Size