Construction of New Road, Regrade and Resurface work at different wards of DYCE-1 in East Zone of AMC (ARC) .

Name of work: - Construction of New Road, Regrade and Resurface work at different

wards of DYCE-1 in East Zone of AMC (ARC) .

Ahmedabad Municipal Corporation

BILL OF QUANTITES

INSTRUCTION TO TENDERERS

1.0 The Bill of quantities shall be read in conjunction with the Instructions to Bidders (a) Item Description

(b) Specification (c) Condition of contract (d) Drawings.

2.0 The quantities given in the Bill of quantities are estimated quantities. The basis of payment will be actual

quantities of work indented and carried out and valued at the rates and prices tendered in the priced Bills

of quantities, where applicable and otherwise at such rates and prices as the Engineer may fix within the

terms of Contract.

3.0 The rates and prices tendered in the priced Bill of Quantities shall include all equipment, plant, tools,

spares, labour, supervision, overheads, consumables, materials, erection, maintenance, testing of input

material delivered, profit, taxes and duties (excluding applicable/prevailing GST) together with all general

risks, liabilities and obligations set out and implied in the Contract and other incidentals to comply with

the requirements of technical specifications and scope of work.

4.0 The rates and prices shall be quoted entirely in Indian Currency.

5.0 The whole cost of complying with the provisions of the contract shall be included in the items provided

in the priced Bill of Quantities and where no rates are provided the cost shall be deemed to be distributed

among the rates and prices entered for the related items of work.

6.0 The contractor shall keep the entire carriageway neat and clean throughout the contract period. The

contractor shall maintain guard rails, railings, crash barriers, road furniture etc. in good condition by

cleaning them frequently as advised / required by using suitable detergents/chemicals.

 The staff of the contractor shall wear safety jackets, shoes, helmets etc. while on duty and any

violation will attract a fine of Rs. 5,000/- for each incident.

 Failure to erect safety signage or trying to carry out the works without proper precautions/safety

measures as required will attract a fine of Rs. 5,000/- for each incident.

7.0 The Tendered rate for incident Management shall include all equipment, labour, material, consumable,

tools, spares, and other incidentals to comply with the requirement of the scope of the work and technical

specifications.

8.0 General directions and descriptions of work and materials are not necessarily repeated or summarized in

the Bill of Quantities. Reference to the relevant sections of the bidding document shall be made before

entering rates or prices against each item in the Bill of Quantities.

9.0 All the item rate are from AMC SoR 2023-24,2021-22, GWSSB SoR 2022-23,2021-22, R&BD GoG SoR

2021-22, AMC & SMC & AUDA approved rates. All the item rate are considering excluding cost of

GST as per Government of Gujarat Road And Building Dept. Reso. No. TNC/102022/457/C

Dt.05/04/2022. So, bidder shall be consider this change in BOQ.

Ahmedabad Municipal Corporation

AMDAVAD MUNICIPAL CORPORATION

Name of Work :- Construction of New Road, Regrade and Resurface work at different wards of DYCE-1 in East Zone of

Sr. Item Rate Per Quantity Amount

1 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 central verge -kerb stone (Law garden Approved Tender) 44.05 Rmt 2,000.00

b Dismantling tiled or stone floors laid in mortar including stacking of serviceable 47.25 Smt 5,000.00

material and disposal of uservicalble material with all lead and lifts.(R&B BUILDING SOR

2024-25 ITEM CODE 20005 Item no.as per NBO 20.23)

c Demolition & disposal of unservisable material with all lead and lift for 603.23 Cmt 50.00

unreinforeced/Lime concrete. (R&B BUILDING SOR 2024-25 ITEM CODE 20001B Item

no.as per NBO 20.1)

d Demolition of brick work & stone masonry including stacking of serviceable materials 544.95 Cu.m 100.00

and disposal of unserviceable materials with all lead and lift (1) In cement mortar.(R&B

BUILDING SOR 2024-25 ITEM CODE 20003B Item no.as per NBO 20.11)

e Demolition including stacking of serviceable materials and disposal of unserviceable 1,047.38 Cu.m 20.00

materials with all lead and lift. (I) R.C.C work.(R&B BUILDING SOR 2024-25 ITEM CODE

20002 Item no.as per NBO 20.3)

2 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. (Based

on Previously approved rate by C E sir )

a up to 0.20 meter thickness (By Manual) 71.10 Smt 5,000.00

b 0.20 to 0.30 meter (By any type of Breaker Machine or R.C.C.Cutter machine including 177.76 Smt 2,000.00

cost of operator, fuel, & transportation etc complete.

c 0.30 meter & above (By any type of Breaker Machine or R.C.C.Cutter machine 311.08 Smt 1,000.00

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

3 Barricading the entire break down or excavated area on rental basis using wooden 79.99 Rmt 5,000.00

ballies / M.S.angles at max. 2.00 meter centre to centre, C.G.I. Sheet, reflective paint /

Board out side to avoid accident & for smooth traffic diversion & movement including

cautionary board etc. Item also includes for making temporary sufficient nos of lighting

arrangement through out the work with necessary required arrangement. ..The same

shall be removed after completion of work. (Only for break down work from start to

complete) (Based on Drainage SOR 2009-10)

Ahmedabad Municipal Corporation

4 Providing and erecting 2.00 metre high temporary barricading at site; made of 1,064.35 Rmt 750.00

precated sheet/ MS panel with required MS fabrication work with required civil

work. Suitable arrangement shall be made to fix the barricading to avoid from

overturning by suitable arrangement. Stability of baricadding shall be responsibility

of contractor. The work shall be executed as per drawing/ direction of Engineer-

in-Charge which includes writing and painting, arrangement for traffic diversion

such as traffic signals during construction at site for day and night, glow lamps,

reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The

barricading provided shall be retained in position at site continuously i/c shifting of

barricading from one location to another location as many times as required during

the execution of the entire work till its completion. Rate include its maintenance for

damages, painting, all incidentals, labour materials, equipments and shifting required

to execute the job. The barricading shall not be removed without prior approval

of Engineerin- Charge. No extra rental will be given to the contractor in case of

any delays from his part for construction or due to any valid time limit

(Note :- Procured quantity of barricading shall be approved by the engineer in

charge before procurement/ fabrication of barricading and One time length of

the procured barricading shall be measured for payment. The rate include

providing barricading from start of work till completion of work i/c shifting. The

barricading provided shall remain to be the property of the contractor on completion

5 Milling the existing bituminous pavement up to a depth of 50 mm by milling machine in 66.86 Smt 12,000.00

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.

6 Milling the existing bituminous pavement for a depth more than 50 mm but up to 100 89.04 Smt 8,500.00

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.(For every

increase in 10mm milling depth beyond 50mm-the rate will increase Rs.4.99 upto

100mm milling depth on Rs.75.22.)

7 Earthwork in cuting in all sorts of soil and soft murrum including conveying and 126.48 Cmt. 5,000.00

spreading the stuff, embankment as and where directed within 200meters from the

end of the cutting with all required lead and lift. .EXECUTED WITH MECHANISED

EFFORTS/ MACHINARIES (R&B Road Bridge SOR 24-25 ITEM CODE 26005 PN 33 )

8 Box cutting the road surface to proper slope and camber for making a base for road 101.91 Cmt. 30,000.00

work including removing the excavated stuff and depositing on the road side slope as .00

directed upto 50Mt.lead. EXECUTED WITH MACHINARIES (R&B Road Bridge SOR 24-

25 ITEM CODE 26008 PN 33 )

9 Providing and supplying JCB machine on rental basis in case of emergency situation and 533.28 Hour 250.00

breakdown type work and also during unavoidable condition as per instruction of engg.

Incharge, rate includes all nece. Shifting, fuel and operating charges and stacking of

useful and non useful materials separately up to store.(No payment should be allowed

for non working condition of machinery and for pipe line excavation and laying work)

10 To provide tractor with hydraulic trolley, driver with fuel, to carry out different works 1,661.02 Shift 100.00

during day / night for Hrs. shift. Work shall be carried out as per the instructions of

engineer in-charge. No extra charged shall be paid for night shift. SOR 24-25: HO33

Ahmedabad Municipal Corporation

11 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. (R&B Road Bridge 2024-25 Statement No.5

(3.2.1.A.2. Earth) Page no.8

a a) Lead up to 1 Km. 38.06 Cmt 2,000.00

b b) Lead From 1Km to 2 Km. 49.49 Cmt 2,000.00

c c) Lead From 2 Km to 3 Km. 60.71 Cmt 2,500.00

d d) Lead From 3 Km to 4 Km. 71.46 Cmt 2,500.00

e e) Lead From 4 Km to 5 Km. 81.80 Cmt 7,000.00

f f) Lead From 5 Km to 10 Km. 119.35 Cmt 10,000.00

g g) Lead From 10 Km to 15 Km. 152.55 Cmt 7,500.00

h h) Lead From 15 Km to 25 Km. 212.85 Cmt 1,500.00

12 Supplying of graded hand broken stone size of 90 mm to 127 mm at site (Rubble or 983.93 Cmt 50.00

Spoul)(RA Approved St.Com.Res No.189,Dt.19/05/2022)

13 Labour charges for spreading the spouls 127 mm thick layer good earth filling in voids 26.79 Smt 500.00

correcting the grade & camber comp. with rolling, watering, incl. preparing the surface

by brushing for removing all loose or dirts ect.comp. (RA Approved St.Com.Res

14 Supply of graded machine cut black trap stone aggregate (metal) of Sevaliya / Timba or 981.25 Cmt 50.00

equivalent quality metal of size 25 mm to 40 mm. (RA Approved St.Com.Res

15 Labour work for spreading the metal 85 mm thick in single layer, incl. providing & 158.39 Smt 500.00

applying bitumen for semi grouting 2.5 kgs/sqm. & Providing & spreading the key black

trap aggregate of good quality on top at the rate of 0.013 cmt. per sq.m. of size 18 mm

passing in 9.5 mm retain rolling with 10 tonne roller etc. comp. as directed.(RA

Approved St.Com.Res No.189,Dt.19/05/2022)

16 Rolling of Earth Work in layers with power roller including spreading of earthwork and 13.27 Cmt 5,000.00

filling in depressions which occurs during the process.(R&B Road Bridge 24-25 ITEM

CODE 26002A Page no.36)

17 Watering of Earth as Directed.(R&B road Bridge 24-25 ITEM CODE 26003 Page no.36) 8.99 Cmt 5,000.00

18 Collecting carting, stacking , spreading and levelling coarse sand in 150 mm thick 890.99 Cmt 50.00

compacted layer including watering up to OMC ,rolling and consolidation with power

roller etc complete as directed.

19 Earthwork for embankment including breaking clods, dressing with all lead and lift 249.07 Cmt 2,500.00

(excluding watering and consolidation) From Borrow area with all lead and lifts.

20 Construction of granular Sub base by providing coarse graded material , spreading in 1,063.09 Cmt 50.00

uniform layers with motor grader on prepared surface mixing by mix in place method

with front end loader at OMC and compacting with vibratory roller to achieve the

desired density, complete as per tender specification For all grade.(RA Approved

St.Com.Res No.189,Dt.19/05/2022)

a (A) Production & Supply of GSB (Natural) 1,032.73 Cmt 50.00

b (B) Laying of GSB (Natural) 30.36 Cmt 50.00

21 Construction of granular Sub base using crusher run, spreading in uniform layers with 1,793.00 Cmt 5,350.00

motor grader on prepared surface mixing by mix in place method with front end loader .00

at OMC and compacting with vibratory roller to achieve the desired density, complete

as per tender specification. For all grade.(Approved Rate )

a Production & Supply of GSB (Crusher Run) 1,763.00 Cmt 50.00

Ahmedabad Municipal Corporation

b Laying of GSB (Crusher Run) 30.00 Cmt 50.00

22 Providing, laying, spreading and compacting graded stone aggregate to wet mix 2,010.00 cmt 10,500.00

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.(Approved Rate )

a Production & Supply of WMM 1,975.00 cmt 50.00

b Laying of WMM 35.00 cmt 50.00

23 Providing and applying primer coat with cationic bitumen emulsion SS1 grade 39.75 Smt 65,000.00

conforming to ASTM GRADE on prepared surface of wet mix macadam including .00

clearing of Wet mix macadam surface with air compressor to remove all loose material

other foreign material. The primer shall be sprayed uniformly at the rate of 0.70-1.0

kg/sqm. It shall be applied by a self-propelled or towed bitumen pressure sprayer,

equipped for spraying the material uniformly at a specified rate. No dilution or heating

at site of SS1 bitumen emulsion shall be permitted.(Approved Rate )

24 Providing & applying Tack coat with VG-30 Grade bitumen using bitumen pressure 9.74 Smt 85,000.00

distributor at the rate of 0.20-0.30 kg/sqm on the existing bituminous surface cleaned

with Air Compressor etc complete. For D.B.M. or B.C.( Approved Rate )

25 Dense Graded Bituminous Macadam (Providing, Carting and laying of dense bituminous 3,107.00 MT 100.00

macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes

per hour using crushed aggregates of specified grading, premixed with bituminous

binder VG-40 grade @ min 4.0% by weight of total mix, transporting the hot mix to

work site, laying with a self-propelled paving machine equipped with an electronic

sensing device to the required grade, level and alignment, rolling with 8-10 tonne static

weight or vibratory roller or with a pneumatic tyre roller of 12 to 15 tonne weight to

achieve the desired compaction as per approved design mix . for Grading-I (37.5 mm

nominal size) Note:- In case the minimum binder content is reduced proportionately to

achieve the optimum binder content, then the amount/rate reduction due to

difference in binder content will be recovered from the DBM item. Also no extra

payment will be paid if the binder content will be more than specified minimun binder

content of 4.0%.(Approved Rate )

b Producton of DBM as above (GRADE -I ) VG-40 2,693.00 MT 50.00

c Carting of DBM from Plant to Paver Site 139.00 MT 50.00

d Only Laying of DBM using hydrostatic paver finisher with sensor control to the required 275.00 MT 50.00

grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers

to achieve the desired compaction as per tender specification in all respects.

26 Dense Graded Bituminous Macadam (Providing, Carting and laying of dense bituminous 3,340.00 MT 250.00

macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes

per hour using crushed aggregates of specified grading, premixed with bituminous

binder VG-40 grade @ min 4.5% by weight of total mix, transporting the hot mix to

work site, laying with a self-propelled paving machine equipped with an electronic

sensing device to the required grade, level and alignment, rolling with 8-10 tonne static

weight or vibratory roller or with a pneumatic tyre roller of 12 to 15 tonne weight to

achieve the desired compaction as per approved design mix . for Grading II. (26.5 mm

nominal size)Note:- In case the minimum binder content is reduced proportionately to

achieve the optimum binder content, then the amount/rate reduction due to

difference in binder content will be recovered from the DBM item. Also no extra

payment will be paid if the binder content will be more than specified minimun binder

content of 4.5%..(Approved Rate )

b Producton of DBM as above (GRADE - II) VG-40 2,926.00 MT 50.00

c Carting of DBM from Plant to Paver Site 139.00 MT 50.00

Ahmedabad Municipal Corporation

d Only Laying of DBM using hydrostatic paver finisher with sensor control to the required 275.00 MT 50.00

grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers

to achieve the desired compaction as per tender specification in all respects.

27 Dense Graded Bituminous Macadam (Providing, Carting and laying of dense bituminous 3,063.00 MT 100.00

macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes

per hour using crushed aggregates of specified grading, premixed with bituminous

binder VG-30 grade @ min 4.0% by weight of total mix, transporting the hot mix to

work site, laying with a self-propelled paving machine equipped with an electronic

sensing device to the required grade, level and alignment, rolling with 8-10 tonne static

weight or vibratory roller or with a pneumatic tyre roller of 12 to 15 tonne weight to

achieve the desired compaction as per approved design mix .for Grading-I (37.5 mm

nominal size) Note:- In case the minimum binder content is reduced proportionately

to achieve the optimum binder content, then the amount/rate reduction due to

difference in binder content will be recovered from the DBM item. Also no extra

payment will be paid if the binder content will be more than specified minimun binder

content of 4.0%.

b Producton of DBM as above (GRADE -I ) VG-30 2,649.00 MT 50.00

c Carting of DBM from Plant to Paver Site 139.00 MT 50.00

d Only Laying of DBM using hydrostatic paver finisher with sensor control to the required 275.00 MT 50.00

grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers

to achieve the desired compaction as per tender specification in all respects.

28 Dense Graded Bituminous Macadam (Providing, Carting and laying of dense bituminous 3,291.00 MT 26,500.00

macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes

per hour using crushed aggregates of specified grading, premixed with bituminous

binder VG-30 grade @ min 4.5% by weight of total mix, transporting the hot mix to

work site, laying with a self-propelled paving machine equipped with an electronic

sensing device to the required grade, level and alignment, rolling with 8-10 tonne static

weight or vibratory roller or with a pneumatic tyre roller of 12 to 15 tonne weight to

achieve the desired compaction as per approved design mix .for Grading- II. (26.5 mm

nominal size) Note:- In case the minimum binder content is reduced proportionately to

achieve the optimum binder content, then the amount/rate reduction due to

difference in binder content will be recovered from the DBM item. Also no extra

payment will be paid if the binder content will be more than specified minimun binder

content of 4.5%. .(Approved Rate )

b Producton of DBM as above (GRADE - II) VG-30 2,877.00 MT 50.00

c Carting of DBM from Plant to Paver Site 139.00 MT 50.00

d Only Laying of DBM using hydrostatic paver finisher with sensor control to the required 275.00 MT 50.00

grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers

to achieve the desired compaction as per tender specification in all respects.

29 Bituminous Concrete (Providing, Carting and laying of bituminous concrete with 100- 3,667.00 MT 100.00

120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour

using crushed aggregates of specified grading, premixed with bituminous binder VG-40

@ min. 5.2 % of mix, transporting the hot mix to work site, laying with a self-propelled

paving machine equipped with an electronic sensing device to the required grade, level

and alignment, rolling with 8-10 tonne static weight or vibratory roller or with a

pneumatic tyre roller of 12 to 15 tonne weight to achieve the desired compaction as

per approved design mix. for Grading-I ( 19.0 mm nominal size ) Note:- In

case the minimum binder content is reduced proportionately to achieve the optimum

binder content, then the amount/rate reduction due to difference in binder content

will be recovered from the BC item. Also no extra payment will be paid if the binder

content will be more than specified minimun binder content of 5.2%..(Approved Rate )

b Producton of BC as Above. VG-40 GRADE-I 3,253.00 MT 25.00

c Carting of BC from Plant to Paver Site. 139.00 MT 25.00

Ahmedabad Municipal Corporation

d Only Laying of BC using hydrostatic paver finisher with sensor control to the required 275.00 MT 25.00

grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers

to achieve the desired compaction as per tender specification complete in all respects.

30 Bituminous Concrete (Providing, Carting and laying of bituminous concrete with 100- 3,709.00 MT 100.00

120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour

using crushed aggregates of specified grading, premixed with bituminous binder VG-40

@ min. 5.4 % of mix, transporting the hot mix to work site, laying with a self-propelled

paving machine equipped with an electronic sensing device to the required grade, level

and alignment, rolling with 8-10 tonne static weight or vibratory roller or with a

pneumatic tyre roller of 12 to 15 tonne weight to achieve the desired compaction as

per approved design mix. for Grading-II ( 13.2 mm nominal size )

Note:- In case the minimum binder content is reduced proportionately to achieve the

optimum binder content, then the amount/rate reduction due to difference in binder

content will be recovered from the BC item. Also no extra payment will be paid if the

binder content will be more than specified minimun binder content of

5.4%..(Approved Rate )

b Producton of BC as Above. VG-40 GRADE-II 3,295.00 MT 25.00

c Carting of BC from Plant to Paver Site. 139.00 MT 25.00

d Only Laying of BC using hydrostatic paver finisher with sensor control to the required 275.00 MT 25.00

grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers

to achieve the desired compaction as per tender specification complete in all respects.

31 Bituminous Concrete (Providing, Carting and laying of bituminous concrete with 100- 3,611.00 MT 250.00

120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour

using crushed aggregates of specified grading, premixed with bituminous binder VG-30

@ min. 5.2 % of mix, transporting the hot mix to work site, laying with a self-propelled

paving machine equipped with an electronic sensing device to the required grade, level

and alignment, rolling with 8-10 tonne static weight or vibratory roller or with a

pneumatic tyre roller of 12 to 15 tonne weight to achieve the desired compaction as

per approved design mix. for Grading-I ( 19.0 mm nominal size ) Note:- In case the

minimum binder content is reduced proportionately to achieve the optimum binder

content, then the amount/rate reduction due to difference in binder content will be

recovered from the BC item. Also no extra payment will be paid if the binder content

will be more than specified minimun binder content of 5.2%. .(Approved Rate )

b Producton of BC as Above. VG-30 GRADE-I 3,197.00 MT 50.00

c Carting of BC from Plant to Paver Site. 139.00 MT 50.00

d Only Laying of BC using hydrostatic paver finisher with sensor control to the required 275.00 MT 50.00

grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers

to achieve the desired compaction as per tender specification complete in all respects.

e Extra rate for usage of Polymer Modified Bitumen (PMB 76E-10) in Bituminous 2,383.44 MT 50.00

32 Bituminous Concrete (Providing, Carting and laying of bituminous concrete with 100- 3,661.00 MT 23,000.00

120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour

using crushed aggregates of specified grading, premixed with bituminous binder VG-30

@ min. 5.4 % of mix, transporting the hot mix to work site, laying with a self-propelled

paving machine equipped with an electronic sensing device to the required grade, level

and alignment, rolling with 8-10 tonne static weight or vibratory roller or with a

pneumatic tyre roller of 12 to 15 tonne weight to achieve the desired compaction as

per approved design mix. for Grading- II (13.2 mm nominal size) Note:- In case the

minimum binder content is reduced proportionately to achieve the optimum binder

content, then the amount/rate reduction due to difference in binder content will be

recovered from the BC item. Also no extra payment will be paid if the binder content

will be more than specified minimun binder content of 5.4%. .(Approved Rate )

b Producton of BC as Above. VG-30 GRADE-II 3,247.00 MT 50.00

Ahmedabad Municipal Corporation

c Carting of BC from Plant to Paver Site. 139.00 MT 50.00

d Only Laying of BC using hydrostatic paver finisher with sensor control to the required 275.00 MT 50.00

grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers

to achieve the desired compaction as per tender specification complete in all respects.

e Extra rate for usage of Polymer Modified Bitumen (PMB 76E-10) in Bituminous 2,475.11 MT 100.00

33 Providing and laying Asphalt painting on B.T. surface immediately after laying work 24.16 SMT 75,000.00

complete with all respect, using bitumen VG-30/40 @ rate of 5 kg/10 smt by .00

Mechanical sprayer and spreading the stone dust on prepared surface at the rate of

0.03 cum/10 smt. and rolling with smooth wheeled and penumatic roller and brushing

etc. comp..(Approved Rate )

34 Brick work using common burnt clay building bricks having crushing strength not less 4,011.66 Cum 20.00

than 35kg./Sq.Cm. In foundation and plinth in Cement Mortar 1:5.(1-Cement: 5 -fine

sand)(B) Conventional.(R & B Building SOR 2024-25 Item Code 06001BA

35 Providing15mm thick cement plaster in single coat on Rough (Similar) side of single or 174.83 Sqm 250.00

half brickwalls for interior plastering upto floor two level and finished even and smooth

in (i) Cement mortar 1:3 (1-cement:3-sand) (R & B Building SOR 2024-25 Item Code

36 Ready mix concrete -

Providing and laying in position Ready mix concrete/ batch mix concrete of

specified grade for reinforced cement concrete work, using cement content as per

approved design mix (Min cementitious level as per latest IS 456 shall be maintained)

manufactured in fully automatic batching plant and transported to the site of work in

transit mixer for all lead having a continuous agitated mixer, for reinforced cement

concrete work including pumping from transit mixer to site of laying; cost of

admixtures in recommended proportions as per IS: 9103 to accelerate, retard the

setting of concrete, improve workability without impairing strength and durability;

finishing, compacting, vibrating, curing, dewatering (if required), etc, excluding

the cost of Formwork and reinforcement, etc complete for all elements, all floors,

all level, any heights/ depths, any lead and lift as directed by Engineer Incharge.

a Concrete of M 15 grade (R & B Building SOR 24-25 IC: 5054 Page 66) 3,790.21 Cmt 25.00

b Concrete of M 20 grade (R & B Building SOR 24-25IC: 5055 Page 66) 4,793.10 Cmt 25.00

c Concrete of M 25 grade (R & B Building SOR 24-25IC: 5056 Page 67) 4,853.56 Cmt 15.00

d Concrete of M 30 grade (R & B Building SOR 24-25IC: 5057 Page 67) 5,043.66 Cmt 10.00

37 RCC NOSING 4,883.04 Cmt 50.00

Construction of bullnose by providing and laying M-20 grade of concrete with fixing

nominal steel as per approved drawing. Cost shall be inclusive of formwork, asphalt

cutting, transportation.

38 Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding 75.46 Kg 250.00

and placing in position complete upto floor two level (R & B Building SOR 24-25 IC:

05014C Page 54)

39 Providing formwork of ordinary timber planking so as to give a rough finish including 171.68 Smt 500.00

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. (R & B Building SOR 24-25 IC:09001AA )

Ahmedabad Municipal Corporation

40 Structural steel work - Fabrication works - with paint 156.91 kg 250.00

Providing, fabricating, assembling, hoisting, erecting and fixing in position structural

steel work at all heights/ all levels/ all shapes & sizes with all leads & lifts using

any type of MS section like rolled steel sections, hollow sections, plates, chequered

plates, bar, sheet, rod, threaded bolt, railing etc. all confirming to latest relevant IS

codes for the metal elements i.e. window grill, transom bar, bright bar in wooden

door - window frame, railings, gates, grills, bracings, foundation plate & bolt,

support at truss system, truss, purlin, rafter ,cleat, platforms, brackets, fencing

pole, signage pole, service elements, Jali, clamp, logo etc. including

straightening, cutting, bending, embosing, bolting and welding, eatching (if required)

the members all as per structural drawings and as per detailed specifications (for

materials & workmanship) including profile cutting, smooth grinding, machining of

edges/ faces, necessary welding (electric arc welding) for required weld lengths and

sizes, machine drilling of holes for joining/ anchoring/bolting, necessary

arrangements of templates to keep the foundation bolts in position dry

sanding, degreasing (wet cleaning) & preparation of rust-free surface manually or

mechanically, metal putty to make the surface even and smooth, necessary scaffolding/

staging, anchor fasteners,extra for bending elements for fixing etc complete.(

Law Garden Rate incuding Cess )

41 Providing and fixing FRC Heavy Duty (HD35) Man hole cover with frame 600mm x 3,223.16 No 250.00

600mm or 600mm dia clear opening with 100 x 2mm MS flat all-round, 16mm ø plain

round bar for lifting the cover & shall be fitted with plastic cups. On the upper

periphery of frame 25 x 3 mm wide MS flat with hot dip galvanizing shall be well

embed in concrete to protect the edges of frame. Frame shall be fixed with cement

mortar or cement concrete as per site condition, as per drawing and as directed by

Engineer in charge. Sample shall be approved before execution. ( Law Garden Rate )

42 Providing and fixing 600mm Dia DI FRAME AND COVER WITH JALI cover, rate also incl. 11,838.96 No 1,063.00

loading, unloading complete as per instruction by engg. in charge. (AMC CENTRAL

STORE Approved Item Code:1515211529 Unit Rate :13969.27 (With GST Rate ))

43 Providing F.R.C. MH ,CP seat cover incl. carting to the work site etc. comp. Directed. -

(Based on rate of central store circular 06/2025-26 dt:30.01.2026 & 01/2025-26

Dt:21.04.2025 (Circular With GST and In this Tender Rate Taken Without GST)

b F.R.C. Strom Water Grating 4,741.76 Set 10.00

Set :Grating(Jali): 690 x 690 x 70mm square jali, 20:00 MT load design, 70x2mm MS flat

allround, Frame: 600 x 600mm clear opening, outer size- 800 x 800 x 120 mm. On the

upper periphery offrame 25x3mm wide MS flat should be well embed in concrete to

protect the edges of frame.

c F.R.C. Heavy Duty [HD-20] Machinehole 2,343.34 NO 50.00

Covers only for existing C.I. frames Cover: 610mm Ø & 75mm thick circular cover, 20.00

MT load design, 75x2mm MS flat allround, 16mm plain round bar for lifting the cover &

should be fitted with plastic cups.

d F.R.C. Light Duty [LD-3.00] Chamber Set:- Cover: 680 x 530 x 35mm rectangular cover, 1,860.26 Set 25.00

3:00 MT load design, 35x1.2mm MS flat allround, 6mm plain round bar for lifting the

cover & should be fitted with plastic cups. Frame: outer Size - 790 x 640 x 85 mm. 600 x

450mm clear opening,

f (Only Cover) F.R.C. Extra Heavy Duty [EHD-35] Machinehole Covers & Frame- 560mmø 3,385.76 No 750.00

clear opening, The dimension of frame and cover as per mentioned in Amend No.1 to IS .00

44 SET cover and frame) F.R.C. Heavy Duty [HD-20] Machinehole Covers & Frames- 5,890.13 Set 10.00

560mm Ø clear opening, The dimension of frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table

45 Carting and Fixing M.H., Chamber or Catchpite Seat and Cover in line and level to 746.59 No. 10.00

match exisisting road level in C.C. 1:2:4 and finishing smooth, watering and protecting

for 7 days etc. complete as directed. M.H. seat cover will be supplied byA.M.C.(from

Ahmedabad Municipal Corporation

46 Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up to 1 mt 3,110.80 No. 500.00

including excavation, B.B.C.C. (1:5:10), 23 cms thick brick maso. wall in the prop. of CM .00

(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

47 Providing Catch Pit jali Cover With Frame(40 Ton Capacity (Size 600x600mm Dia) incl. -

carting to the work site etc. comp. Directed. (AMC CENTRAL STORE Approved via

Stand.Co.Reso.No.453 Dt:27.08.2026 Unit Rate :9936.78 (With GST Rate ))

b (40 Ton Capacity (Size 600x600mm Dia) AMC CENTRAL STORE Approved 8,421.42 No. 450.00

48 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 directed. (Based on Drainage SOR 2009-10)

a (A) up to 0.15 mt. (@ Two Coarse) 721.60 No. 250.00

b (B) up to 0.35mt. (@ Four Coarse) 1,144.00 No. 200.00

c (C) up to 0.65 mt. (@ Seven Coarse) 1,768.00 No. 150.00

d (D) up to 0.90 mt. (@ Ten Coarse ) 2,129.60 No. 100.00

49 Repairing damaged I.C./ Raising removing damaged brick work and repairing by brick 396.00 Nos. 25.00

masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I. steps and existing chamber

sheet cover, removing the debris from chamber and carting the same as directed.

(Based on Drainage SOR 2009-10)

50 Raising of Existing manhole. Item includes, cutting of existing road surround by 6,815.32 NOS. 1,000.00

Manhole by diamond cutter machine, dismantling of road in confined area by breaker .00

machine and carting of dismantled material. Item also included necessary brick work to

raise the manhole at road level in CM 1:3. Item also included fixing of Manhole frame

at exact road level by using fibre reinforced thixotropic repair mortar material, Laying

of concrete made from special bonding chemical flowable micro concrete material in

desired thickness and laying of hot mix bituminous material in upper layer and

compaction of hot mix bituminous material by Plate compactor machine. Rate also

included necessary plaster at inside of manhole in CM 1:3 in 20 mm thickness on raised

51 NP-4 (Vertical Cast) -

Providing and supplying, ISI Standard RCC Pipe Class NP4 of Sulphate Resisting Cement

) (Vertical Cast) in Standard Length of Following Dia and Class Suitable for either Collar

Joints or Rubber Ring Joints including all taxes, insurance, transportation, freight

charges, octroi, inspection charges, loading, unloading, conveyance to departmental

stores, stacking etc. compl Except GST and lowering, laying and jointing L,L& Jointing

pipes in C.M. 1:1 1/2 in Proper Position, Grade and Alihnment at all level as EIC

including conveyance from store to site of work , lobour, giving hyraulic testing as per

IS Code.Complete. (GWSSB SOR 22-23 ITEM no:10.2.B)

a) 300 mm internal diameter (GWSSB SOR 22-23 ITEM no:10.2.B+Labour) 1,264.00 Rmt 300.00

b) 450 mm internal diameter (GWSSB SOR 22-23 ITEM no:10.2.B+Labour) 2,467.00 Rmt 150.00

c) 600 mm internal diameter (GWSSB SOR 22-23 ITEM no:10.2.B+Labour) 3,382.00 Rmt 50.00

d) 900 mm internal diameter (GWSSB SOR 22-23 ITEM no:10.2.B+Labour) 7,337.00 Rmt 25.00

Ahmedabad Municipal Corporation

52 NP-3 (Vertical Cast) -

Providing and supplying, ISI Standard RCC Pipe Class NP3 Test Pressure 07.kg/sq.cm of

Sulphate Resisting Cement ) (Vertical Cast) in Standard Length of Following Dia and

Class Suitable for either Collar Joints or Rubber Ring Joints including all taxes,

insurance, transportation, freight charges, octroi, inspection charges, loading,

unloading, conveyance to departmental stores, stacking etc. compl Except GST and

lowering, laying and jointing L,L& Jointing pipes in C.M. 1:1 1/2 in Proper Position,

Grade and Alihnment at all level as EIC including conveyance from store to site of work

, lobour, giving hyraulic testing as per IS Code.Complete. (GWSSB SOR 22-23 ITEM

no:10.1.D for 150mm & for Other 10.2.A )

a 150mm Internal Dia (GWSSB SOR 22-23 ITEM no:10.1.A+Labour) 394.00 Rmt 250.00

c 300mm Internal Dia (GWSSB SOR 22-23 ITEM no:10.2.A+Labour) 915.00 Rmt 1,250.00

d 450mm Internal Dia (GWSSB SOR 22-23 ITEM no:10.2.A+Labour) 1,604.00 Rmt 750.00

e 600mm Internal Dia (GWSSB SOR 22-23 ITEM no:10.2.A+Labour) 2,277.00 Rmt 250.00

f 900mm Internal Dia (GWSSB SOR 22-23 ITEM no:10.2.A+Labour) 4,130.00 Rmt 150.00

53 Providing and supplying, lowering, laying and jointing ISI mark only standard length -

stoneware pipes of following class and diameter including all taxes, insurance,

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

conveyance to departmental stores, stacking etc. compl. (IS651/1989 or its latest

revision) Class AA (GWSSB SOR 2022-23 , material Item 11.2 page 17 + labour Item 12

a 100 mm dia (GWSSB SOR 22-23 ITEM no:11.2+Labour) 182.00 Rmt 50.00

b 150 mm dia (GWSSB SOR 22-23 ITEM no:11.2+Labour) 267.00 Rmt 50.00

c 250 mm dia (GWSSB SOR 22-23 ITEM no:11.2+Labour) 535.00 Rmt 50.00

54 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 SOR24-

55 Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all with -

shoring and struting if required as per required gradient and line including safety

provisions using site rails and stacking excavated stuff including up to all required lead

cleaning the site etc. complete for all lifts and strata as specified.

A) In all sorts of Soil and Soft Murrum

(GWSSB 2022-23 Labour IT No 1 P32)

a Upto 1.5mt Depth (GWSSB 2022-23 Labour IT No 1 P32) 89.00 CMT 10.00

b 1.5mt to 3.00mt Depth (GWSSB 2022-23 Labour IT No 1 P32) 98.00 CMT 10.00

c 3.0mt to 4.5 mt Depth (GWSSB 2022-23 Labour IT No 1 P32) 103.00 CMT 5.00

d 4.5mt to 6.0 mt Depth (GWSSB 2022-23 Labour IT No 1 P32) 109.00 CMT 5.00

Ahmedabad Municipal Corporation

56 Providing, Supplying of Class SN8 approved make Corrugated DWC HDPE piping -

systems (pipe with online/offline coupler and elastometric sealing ring) with non-

smooth external annular corrugated and smooth internal surfaces (double wall) for non

pressure under presure underground Sewerage & Drainage application as per

EN:13476-3 including all taxes, insurance, transportation, freight charges, octroi,

inspection charges, loading, unloading, conveyance to departmental stores, stacking

etc. compl Except GST and lowering, laying and jointing pipes in Proper Position, Grade,

depth, and Alignment, Testing the water tightness of joints, at all level as EIC including

carriage of pipes as per drawing from site stacks to places of lying etc, labour Complete.

(GWSSB 2022-23 Materail IT No:5+Labour IT no:10)

a 75mm ID (Material GWSSB IT No 5 +Labour GWSSB IT no:10) 158.00 Rmt 10.00

b 100mm ID (Material GWSSB IT No 5 +Labour GWSSB IT no:10) 229.00 Rmt 10.00

c 150mm ID (Material GWSSB IT No 5 +Labour GWSSB IT no:10) 396.00 Rmt 10.00

d 300mm ID (Material GWSSB IT No 5 +Labour GWSSB IT no:10) 1401.00 Rmt 10.00

57 Drilling the road without breaking the road surface (Asphalt) for laying of cable for 514.09 Rmt 25.00

feeding power supply by making up to following size of holes at both ends complete.

( B) Up to 150 mm bore dia (Includes labour cess Law garden)

58 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 plasterinside & outside (Only for

shaft) In Cm 1:3, Finishing WithCement Slurry, P/F 4 Mm Dia M.S.Steel Hdpe

CoatedSteps 35 Cm C/C At 35 Cm Staggered Masonary In Cm1:5, Rcc Slab In Cc1:1.5:3

of thickness 15 C.M.,Including Cantering & Reinforcement (Single jalli at 15 C.M. c/c

bothway 10 mm dia.)But Excluding The Cost Of Manhole Seat Cover Etc..Completed Of

Size 0.75 X 1.00 Meter (Inside Clear, M.H. length should be parallel to the flow)

M.H.Chamber (P.H.E.) Small

Size, Item No.239, Page No. 63)

a 1.00 to 2.00 meter depth, (Slab at Ground level) (for pipe dia <=230 mm) 5,651.79 No. 5.00

b 2.00 to 3.00 meter depth, (Slab at below 0.60 mt. From G.L.)(for pipe dia <=300 mm) 11,395.54 No. 10.00

59 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 withcement slurry, P/F 4 mm dia M.S.Steel HDPE coated steps35 cm

c/c at 35 cm staggered in masonary CM 1:5, RCCSlab in CC 1:1.5:3 of thickness 23 C.M.,

including Cantering& reinforcement (double jalli at 15 C.M. c/c bothway 12mm dia.)

but excluding the cost of Manhole seat coveretc..completed. of Size 1.00 X 1.40 meter

(Inside Clear,M.H. length should be parallel to the flow, for pipe dia <=800 mm)

a 1.00 to 2.00 meter depth, (Slab at Ground level) 10,177.68 No. 15.00

b 2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From G.L.) 19,258.04 No. 25.00

60 Manufacture,supply and delivery of Chemical fabicated RCC Precast chambers with top -

Cover as per specification and darwing attached with the tender documents for size as

mentioned below.The delivery of chambers with clamps,nuts,bolts and locking

arrangement (without lock) is to be made to GWSSB store or sites any where in

Gujarat.The rates includes all taxes,loading, carting,Unloading, stacking,including taxes.

(GWSSB SOR 22-23 , Section 2D,-Chambers & manhole,Item 12 page no.103 )

a a)60*60*90 cm deep (suitable to 80 to 300 mm dia pipes) 3,054.00 No. 5.00

b b)Foot rests for above chambers 814.00 Pair -

(suitable to 350 to 600 mm dia pipes) -

d d)Foot rests for above chambers 1,729.00 Pair 5.00

e e)Rates for providing Top cover only -

Ahmedabad Municipal Corporation

e.1 1.For 60 * 60 cms size chamber 1,018.00 No. 10.00

e.2 2.For 90*90 cms size chamber 1,831.00 No. 10.00

61 Supplying and fixing of 380 mm H x 300 mm L x 200 mm B Kerb block for Central Verge 431.96 Rmt 2,500.00

in M-20 grade using 20 mm nominal size black trap aggregate of Sevaliya/Timba or .00

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, fixing the Kerb stones in line and level on 5 cm

thick sand bedding 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.

62 Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H Kerb block for Footpath in 350.89 Rmt 4,500.00

M-20 grade using 20 mm nominal size black trap aggregate of Sevaliya/Timba or .00

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, fixing the Kerb stones in line and level on 5 cm

thick sand bedding 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 Sand

63 Pre cast concrete kerb Providing and fixing M25 Grade of concrete precast exposed / 1,061.61 Rmt 5,000.00

Fair finish / texture finish kerb stones of approved make as per approved sample of .00

any size and any type. Kerbs shall be fixed on the base PCC . 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 (excluding PCC), side filling shall includes as directed engineer - incharge in above

item description as per BOQ (a) 450 mm high median kerb.As per approved rate

64 Pre cast concrete kerb Providing and fixing M25 Grade of concrete precast exposed / 912.50 Rmt 8,000.00

Fair finish / texture finish kerb stones of approved make as per approved sample of .00

any size and any type. Kerbs shall be fixed on the base PCC . 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 (excluding PCC), side filling shall includes as directed engineer - incharge in above

item description as per BOQ (b) 375 mm high Footpath kerb.As per approved rate

65 Providing & laying Mountable type Central Verge including casting of Kerb of size 15.00 361.75 RMT 250.00

x 32.50 Cm by mechanical Kerb casting machinery and oil paint colour to Center verge

(Kerb) by Yellow/white and Black patta (Three Coat) one coat of priming & two coat of

oil Paint including cost of material required for paint and all labourworketc complete as

per direction, detailed drawing and instruction of engineer incharge .(Including Epoxy

Piant of Approved Quality) (Central Verge) Rate Anlaysis as per AUDA tender

Ahmedabad Municipal Corporation

66 Supplying and fixing for central verge 230 mm L x 235 mm Width x 680 mm H 1,376.75 Rmt 100.00

Supplying & Fixing 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,fixing the kerb

stones in line and level on 5 cm thick sand bedding 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 charge to form a portable

mixture.In any case gravel or such type of materials shall not be allowed for

production. (based on Road Project sor)

67 Labour work for fixing interlocking blocks / any kind of pavement on up to 50 mm thick 69.64 Smt 100.00

sand bedding, levelling,watering and fixing in line & level as well cleaning the site

etc.comp. as directed

68 Providing and Laying of Rubber Moulded Paver Block Grey/Coloured 60 mm thick, M- 501.60 Smt 4,000.00

35 Grade of any size ; shape (Usually Uni-Paver Blocks) using black trap good quality .00

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 5 cms thick sand bedding.

69 Paver Block 60 mm thick Providing and laying shot blasted Non - interlocking, Paver 1,076.71 Smt 8,000.00

blocks of specified thickness, size, grade of concrete and colour machine made and .00

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 rate

(Law garden Incuding Labour Cess)

Ahmedabad Municipal Corporation

70 Paver Block 80 mm thick Providing and laying shot blasted Non - interlocking, Paver 1,150.59 Smt 2,500.00

blocks of specified thickness, size, grade of concrete and colour machine made and .00

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) 80 mm thick M-35 grade

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

(Law garden Incuding Labour Cess)

71 Providing and laying cement concrete tactile flag stone (for vision impaired 1,187.05 Smt 250.00

persons as per standards) of size 300 x 300 x 60mm thick of approved make and

pattern having water absorption not over 6% and conforming to IS: 13801:1993, of

approved make, pattern and shade (with UV light resistant colours from Lanxess

only) in outdoor floors such as footpath, plaza, multi modals location etc., laid on

40mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes

& patterns including grouting the joints with white cement mixed with matching

pigments, curing, finishing etc. complete as per direction of Engineer-in- Charge.

Sample shall be approved by Engineer in charge. Law Garden Rate)

72 Transplantation of trees No -

Transplantation of trees with in a distance of all lead including excavation around

existing tree, pruning of branches, lifting, loading and transportation of existing tree,

digging pits for placing tree at new place, adding manure, sand, fertilizer, hormones

and bio fertilizer to it. Levelled and neatly dressed and disposal of surplus materials

from old existing and new sites to designated place. Each tree should be firmly secured

to the stake so as to prevent excessive movement, flooding with water, treatment of

roots, rope and gunny bags as per direction of the Engineer in charge. T&P and all

required materials shall be arranged by the contractor and nothing extra shall be paid

on this account. Contractor shall take prior approval before execution. Location of

transplantation shall be as instructed by Engineer in charge.

Law Garden Rate)

a Girth of trees upto 150cm. 10,273.37 No 5.00

b Girth of trees beyond 150cm 22,866.10 No 5.00

73 Soil Filling for Gardening/Plantation 898.90 Cmt 100.00

Providing and laying good quality garden soil, obtained from outside which can be

useful for all plants as per specification. Garden soil shall be mixture of 1 part Garden

Sweet Soil 1 part Coco Peat: 1 part Well Rotted Organic Compost (1:1:1) including

laying of soil in required quantity and in proper slope as mentioned in drawing,

watering, compacting and dressing etc. complete, as directed in specifications and by

engineer in charge.Law Garden Rate)

74 Providing and fixing Tree Guard with grey exposed finish in grade M-20 with nominal -

steel and wall thickness of 100mm. (Approved Extra Item Rate)

a Outer Size 700X700 794.64 NO 250.00

b Outer Size 900X900 1,121.00 NO 750.00

Ahmedabad Municipal Corporation

75 HUME PIPE FOR TREE PIT 4,291.40 RMT 25.00

Providing and fixing RCC NP3 class hume pipe of 900mm internal dia. and required

length in single piece or two circular half for tree pit shall be placed in excavated pit as

per drawing and as directed by engineer in charge. Rate shall be inclusive of material,

labour for cutting, excavation, placing in position etc complete.( Law Garden Rate)

76 FRP TREE PIT COVER 8,188.60 No 50.00

Providing and fixing solid tree pit cover around the tree pit, made of FRP of size having

approximate 1200mm outer dia and 750mm inner dia and 40mm thickness with fixing

arrangement with base structure of approved make and shade, as per design intent

including fixing as per drawing etc. complete as directed by Engineer in charge. Sample

and mock-up shall be approved by architect before execution. Garden Rate)

77 Pre-cast concrete kerb 13,844.16 Cmt 25.00

Providing & fixing M25 grade of concrete factory-made precast exposed/ fair finish

kerb stones of approved make and as per sample approved of any sizes, any shape.

Kerb shall have chamfered type/ pencil corner edges. Kerbs shall be fixed on the

base PCC with cement mortar 1:2 including flush pointing in CM (1:2) for all joints of

the kerbstones, curing, etc. complete. The rate shall also include erecting and fixing in

position all varieties/ shapes of kerbs (i.e. radius kerbs, corner kerb, quadrant kerbs,

drain out kerb, flat kerb, parking edge kerb, ramp kerb etc) as per drawing. Precast

kerb shall be protected with good quality plastic sheet for protection against

bituminous/ concrete work. The rate shall include the joining, curing, finishing,

protection etc complete as directed by the engineer in charge. Actual installed

kerb volume shall be measured in payment.

Sample and Mock-up shall be carried out as suggested by the Architect

and as directed by the Engineer in charge. Sample and mock shall not be payable if

rejected. The actual laid area shall be measured for payment without any wastage.

Base PCC, excavation (if required) and other required civil work shall be paid in relevant

items. damaged block shall not be used in laying. ( Law Garden Rate )

78 MS Cylindrical Bollard/ delineators 182.35 kg 250.00

Providing and placing in position MS Bollard / delineators of any size, any shape, in

required thickness as per drawing (factory made). Bollard/delineators shall

be made of MS section with base plate and bolts. Bollard/delineators shall be finished

with two or more coats of PU paint (min 60 DFT) of approved make and shade over

two coat of anti-corrosive epoxy base primer, as per manufacturer's specification.

Retro reflective strips of approved make shall be fixed on bollard/delineators after

painting work as per drawing.

Bollard /delineators shall be fixed on concrete base with required anchor fastener,

bolts, other accessories etc with required civil work.

Rate shall be inclusive of all material (MS work, PU paint, reflective tape, fastener,

accessories etc) but excluding the cost of required civil work (i.e. excavation, filling,

concrete base etc) as suggested by Engineer in charge. ( Law Garden Rate )

Ahmedabad Municipal Corporation

79 Pre cast Cylindrical Bollard 1,967.02 No 100.00

Providing, hoisting, and arranging in position exposed fair finish, factory made pre-

cast bollard of approximately size 800mm high and 280mm Dia as per design intent,

of approved make, made of minimum M-30 grade reinforced cement concrete. The

rate shall also include for erecting and fixing the bollard in position as per drawing,

curing, finishing, cost of excavation, base PCC M15 grade and finish good,

rendering (if required), transportation, loading and unloading charges, etc

complete as directed by Engineer in charge. Precast bollard shall be with provision

with MS Hook & fixing safety chain between two bollard. Weight of hook and chain

shall be paid in relevant tender items. Contractor shall submit methodology for

erection of bollard and get approved from Engineer in charge. Location and type of

each liffting hook shall be as per design intent and approved from engineer incharge.

Sample shall be approved by Architect and Engineer in charge before mass

production. Architect reserves right to reject part or all work of sub standard or not in

confirmation to approved sample as per mock up. Sample and mock shall not be

payble if rejected or casted in other location (not in scope of work area). ( Law Garden

80 Providing and fixing exposed finish bollard having concrete grade M-20 with nominal -

steel . The rate shall also include, Any Shape and Color including in rate, for erecting

and fixing the bollard in position as per drawing, curing, finishing, cost of

excavation, base PCC M15 grade and finish good, rendering (if required),

transportation, loading and unloading charges, etc complete as directed by

Engineer in charge. Precast bollard shall be with provision with MS Hook & fixing

safety chain between two bollard. Weight of hook and chain shall be paid in relevant

tender items. Contractor shall submit methodology for erection of bollard and get

approved from Engineer in charge. Location and type of each liffting hook shall be as

per design intent and approved from engineer incharge. Sample shall be approved

by Architect and Engineer in charge before mass production. Architect reserves

right to reject part or all work of sub standard or not in confirmation to approved

sample as per mock up. Sample and mock shall not be payble if rejected or casted in

other location (not in scope of work area).

(Approved Extra Item Rate)

a RCC 300mm dia and 650mm height Cylindrical Bollard 1,668.00 NO 100.00

b RCC 900mm height and 250x250mm Bottom and 125X125mm Top 1,817.00 NO 200.00

81 Road marking with hot applied thermoplastic paints with reflectorising glass beads on 364.08 Smt 5,000.00

bitumin surface providing and laying a hot applied thermoplastic compound 2.5 mm .00

thick including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm is

excluding of surface applied glass bedsas 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

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. Warranty for the Retro reflectivity should

be two years. (R & B SOR 24-25 Item code 26161 Page 99)

Ahmedabad Municipal Corporation

82 Cat Eye/ Road Stud/ RPM: Supplying of Molded Twin Shanks Raised Pavement Markers 323.00 Nos. 1,000.00

made of polycarbonate and ABS moulded body and reflective panels with micro

prismatic lens (No glass bed lens) capable of providing total internal reflection of the

light entering the lens face and shall support a load of 13635 kgs .tested in accordance

to ASTM D 4280 Type Hand complying to Specifications of Category A of MORTH

Circular No RW/NH/33023/10-97-DO III Dt 11.06.1997 .The height, width and length

shall not exceed 20 mm, 130 mm and 130 mm and with minimum reflective area of

Sqcm on each side and the slope to the base shall be 35 +/- 5 degree.The strength of

detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm

and height not less than 30 +/-2 mm) from the body is to be a minimum value of

Kgf. Fixing will be by drilling holes on the road for the shanks to go inside,without nails

and using epoxy resin based adhesive as per manufacturers recommendation and The

color of the marker should be as per the IRC35-2015 and as directed by Engineer-in-

charge. (R & B SOR 23-24 Item No. 26162A, page 100)

83 Acrylic emulsion paint with primer - Exterior grade 146.30 Smt 500.00

Providing and applying 100% Acrylic Smooth exterior paint with exterior primer of

Two or more coats of paint including required number of priming coat of exterior

primer as per manufacturer's specification of approved make and shade, having

VOC (Volatile Organic Compound) content less than 50 grams/ litre of required shade

over any surface etc complete for all floors all heights all levels. (Law Garden Rate)

84 Enamel Paint on Metal Surfaces 139.08 Smt 1,000.00

Providing & applying minimum two coats of enamel paint on all surfaces of existing

metal element/ member including proper surface preparation (i.e. sand papering to

remove existing paint, rusting, removing foreign matter, and making smooth, etc),

metal putty (if required), applying 2 coat zinc chromate yellow oxide primer and

minimum 2 coat of enamel paint of approved make, shade, finish as per

manufacturer's specification, all heights/ all levels/ all shapes & sizes with all leads &

lifts for existing work of any type of metal section like rolled steel sections, hollow

sections, plates, chequered plates, bar, sheet, rod, threaded bolt etc. all confirming to

latest relevant IS codes for the metal elements i.e. railings, truss, purlin, grill, pole,

foundation plate & bolt, platforms, brackets, fencing pole, electrical elements etc

of glossy, matt finish, etc. complete. one side plan/elevation area of the Painted

metal elements shall be measured for payment.

(Law Garden Rate)

85 RCC BENCH 6,038.00 Nos. 25.00

Providing and fixing RCC M-25 bench of size 1500X450X100 mm, Height of 4500mm

with Kota as per drawing.

(Approved Extra Item Rate)

86 Reuse of Milling Material for selected fill in Road works including loading of milling 240.30 Cmt 25.00

material from stock pile, carting up to lead of 15 Km form disposal site, unloading,

spreading and grading to required line and levels but excluding rolling and watering.

87 Supplying And Fixing Jumbo bollard swiss type Made out of 1.5 cm crc sheet 6463.35 Nos 50.00

height 188 cms. Bottom dia 30 cms. Top dia 18cm. With direction plate of

45cm dia. Fabricated as per attached drawing, pre treated with phospheting process

painted with apoxy coating reflectorised with retro reflective sheetings

specified by M.O.R.T & H.'s latest specification.

(B) High Intensity Grade.

88 Providing and fixing Swiss type bollard made out of 1.5mm CRC sheet ,height 3750.00 Nos 250.00

140cms,bottom dia 23cm,top dia 12cm with direction plate of 30 cm dia fabricated

necessary anchors as directed and also provide through out lengh pipe of 25 NB for the

strenthing of bollard and reflectorised Micro Prismatic Grade Sheet (Type XI)and three

yellow strip 6 Inches wide of Type XI Retro reflective Sheeting, fixing with P.C.C M25

grade concrete(Foundation size 30cm×30cm×35cm).(As per AMC Traffic Department

Ahmedabad Municipal Corporation

89 Precast elements for misc. items Providing, hoisting and fixing fair finish Precast 14,207.73 Cmt 10.00

Concrete of M 25 grade in light pole cover, base of dustbin, saucer drain, coping,

precast manhole cover any type of foundations etc of approved make and as per

sample, including cost of required centring and shuttering and arranging precast

members in position with required joining arrangement, MS stud or anchor/bolting

with grouting etc complete all material, loading, transportation, unloading, tools,

tackles, scaffolding, machinery,equipment, for all level, for all height/ depth, and as per

direction of Engineer-in-Charge.Contractor shall provide loosed sample of each

elements at location suggested by engineer in charge for review and approval from

Engineer in charge before mass production/ execution. Architect reserves right to

reject part or all work of sub standard or not in confirmation to approved sample as per

mock up.Contractor shall prepare coordinated shop drawing for all elements with all

members including all services/other allied civil works provision and get approval from

Architect and engineer in charge.If required, excavation and base preparation work

shall be paid in relevant tender items.Actual volume of installed precast elements shall

be measured for payment. Sample and mock shall not be payable if rejected or casted

in other location (not in scope of work area).

90 Paver Block Providing and laying, Dished Channel specified thickness, size, grade of 907.00 Rmt 2,000.00

concrete and colour machine made and blasting by automatic shot blasting machine .00

and high density of as per approved sample of approved make for suite drain besides

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

laying 50 mm thick average bedding layer of coarse sand below dished channel as per

required grading and specification. Laid dished channel shall be mechanically

compacted. The work of the dished channel shall be executed in line and level by skilled

mason. Small size of dished channel with same specification shall be used at residue or

at end. If cutting of dished channel shall be required , than cut by machine only and

laying to be done by skilled flooring mason. Actual laid area shall be measured and

paid without any wastage. (A) 600 mm X 300 mm X 100 mm thick M-25 grade Grey

dished curved channel

91 Providing, manufacturing, transporting and fixing Precast Exposed Finish RCC Utility 21,454.00 Cmt 20.00

Duct, including setting out and excavation in all kinds of soil with necessary shoring,

strutting, dewatering and disposal of surplus earth within specified lead; iding and

laying PCC M-15 as leveling and bedding course; design, casting, vibrating, curing and

finishing of precast RCC units comprising raft/base slab, side walls and top/cover slab in

M-35 grade concrete, cast in approved moulds to achieve fair-faced exposed concrete

finish; transporting precast elements to site, lifting, placing, aligning and jointing in

position including grouting, sealing of joints and making connections complete;

providing and fixing RCC opening covers/manhole covers including frame, lifting

arrangement, proper seating and alignment; supplying, cutting, bending, placing and

binding HYSD reinforcement steel Fe-500D complete for precast raft, walls and slabs

including all laps, bends, chairs, spacers and binding wire; providing required

shuttering/formwork for precast yard and in-situ works, suitable for exposed finish

concrete, including supports and safe removal; finishing all exposed RCC surfaces to

fair-faced concrete standard including minor surface repairs, polishing/grinding if

required, curing, protection and making good; inclusive of all materials, labour, tools,

plant, yard operations, transportation, lifting equipment, testing, safety measures and

complete in all respects as per drawings, specifications and directions of the Engineer-

in-Charge. Main duct size

Ahmedabad Municipal Corporation

92 Providing, Supplying and Fixing 0.30 × 0.30 m factory-made RCC (wet cast) Precast U- 3,562.70 Rmt 25.00

shape drains of T-25 category for use in stormwater drainage, cable trenching, or

utility ducts, manufactured by FUJI Silvertech / FIT / Teemage / Alcock / Siddhi Vinayak,

having dimensions of Width x Depth (in mm) and a length of 2000 mm, with a load-

carrying capacity of 10 Tonne Axle Load and 5 Tonne Wheel Load, suitable for heavy

vehicular movement of longitudinal drain. Each drain shall have tie-shaped grooves

(10–20 mm width and 25 mm depth) on both ends for proper joint alignment and

secure placement. The drains shall be manufactured using minimum M-50/C40 grade

concrete duly steam cured for durability, OPC 53 Grade cement with admixtures as per

IS:456-2000, and coarse and fine aggregates derived from natural sources.

Reinforcement shall be with TMT/TMX bars of Fe 500D or higher, conforming to

IS:1786, fabricated using in-house automated cage-making units for consistency. RO

water shall be used during manufacturing to enhance durability. The factory shall be

certified with ISO 9001 (Quality Management), ISO 14001 (Environmental

Management), and ISO 45001 (Occupational Health & Safety), and The precast factory

should have its own NABL approved QA-QC laboratory within plant premises to ensure

daily testing of precast products. MOU / Affidavit stating association with outside

laboratory is not permitted. NABL certificate shall be in name of bidder. The precast

units must comply with Indian and international standards (such as JIS, ASTM, or EU

standards) and align with MoRTH policy guidelines for use in Central and State

Government projects. The rate shall include all costs of materials, labour at the plant,

reinforcement, formwork, lifting inserts/accessories, and transportation to the site

(including unloading and installation), along with one-time free technical assistance for

installation. All work shall be carried out as per the direction of the Engineer-in-Charge.

93 Precast Cover for duct (410mm breadth x 500mm Length x 110mmTickness suitable 1,718.10 Rmt 10.00

place lid of (T-25) 300 x 300 mm Drain)

Providing & laying of (wet cast) factory-made Precast T-25 lid cover with hole,

manufactured by FUJI Silvertech / FIT / Teemage / Alcock / Siddhi Vinayak for storm

water drain, cable trench, or utility duct of size Width x Length x Thickness, with anti-

skid finish on the top surface. Each lid shall be provided with two standard slits of

mm x 20 mm along the width for storm water discharge and must have a load-carrying

capacity of 10 Tonne Axle Load and 5 Tonne Wheel Load, suitable for heavy vehicular

movement over longitudinal drains. The lids shall be manufactured using minimum M-

50/C40 grade concrete, duly steam cured for enhanced durability, with OPC 53 Grade

cement and admixtures as per IS:456-2000, and aggregates derived from natural

sources. Reinforcement shall be with TMT/TMX bars of Fe 500D or higher, conforming

to IS:1786, fabricated using automated in-house cage-making units for consistent

quality. RO water shall be used throughout the manufacturing process to ensure long-

term durability. The manufacturing facility shall hold valid ISO 9001, ISO 14001, and ISO

45001 certifications, and The precast factory should have its own NABL approved QA-

QC laboratory within plant premises to ensure daily testing of precast products. MOU /

Affidavit stating association with outside laboratory is not permitted. NABL certificate

shall be in name of bidder. All products shall comply with Indian and international

standards such as JIS, ASTM, or EU standards, and be approved under the MoRTH

policy for use in Central and State Government projects. The rate shall include all costs

related to materials, labour at the plant, reinforcement, formwork, lifting

inserts/accessories, and transportation to site, Including unloading and installation, and

shall include one-time free technical assistance for installation at site. All work shall be

executed as per the direction of the Engineer-in-Charge.

Ahmedabad Municipal Corporation

94 Providing, Supplying and Fixing 0.45 × 0.45 m factory-made RCC (wet cast) Precast U- 5,265.85 Rmt 15.00

shape drains of T-25 category for use in stormwater drainage, cable trenching, or

utility ducts, manufactured by FUJI Silvertech / FIT / Teemage / Alcock / Siddhi Vinayak,

having dimensions of Width x Depth (in mm) and a length of 2000 mm, with a load-

carrying capacity of 10 Tonne Axle Load and 5 Tonne Wheel Load, suitable for heavy

vehicular movement of longitudinal drain. Each drain shall have tie-shaped grooves

(10–20 mm width and 25 mm depth) on both ends for proper joint alignment and

secure placement. The drains shall be manufactured using minimum M-50/C40 grade

concrete duly steam cured for durability, OPC 53 Grade cement with admixtures as per

IS:456-2000, and coarse and fine aggregates derived from natural sources.

Reinforcement shall be with TMT/TMX bars of Fe 500D or higher, conforming to

IS:1786, fabricated using in-house automated cage-making units for consistency. RO

water shall be used during manufacturing to enhance durability. The factory shall be

certified with ISO 9001 (Quality Management), ISO 14001 (Environmental

Management), and ISO 45001 (Occupational Health & Safety), and The precast factory

should have its own NABL approved QA-QC laboratory within plant premises to ensure

daily testing of precast products. MOU / Affidavit stating association with outside

laboratory is not permitted. NABL certificate shall be in name of bidder. The precast

units must comply with Indian and international standards (such as JIS, ASTM, or EU

standards) and align with MoRTH policy guidelines for use in Central and State

Government projects. The rate shall include all costs of materials, labour at the plant,

reinforcement, formwork, lifting inserts/accessories, and transportation to the site

(including unloading and installation), along with one-time free technical assistance for

installation. All work shall be carried out as per the direction of the Engineer-in-Charge.

95 Precast Cover for duct (572mm breadth x 500mm Length x 130mmTickness suitable 2,603.60 Rmt 10.00

place lid of (T-25) 450 x 450 mm Drain ) Providing & laying of (wet cast) factory-made

Precast T-25 lid cover with hole, manufactured by FUJI Silvertech / FIT / Teemage /

Alcock / Siddhi Vinayak for storm water drain, cable trench, or utility duct of size Width

x Length x Thickness, with anti-skid finish on the top surface. Each lid shall be provided

with two standard slits of 155 mm x 20 mm along the width for storm water discharge

and must have a load-carrying capacity of 10 Tonne Axle Load and 5 Tonne Wheel Load,

suitable for heavy vehicular movement over longitudinal drains. The lids shall be

manufactured using minimum M-50/C40 grade concrete, duly steam cured for

enhanced durability, with OPC 53 Grade cement and admixtures as per IS:456-2000,

and aggregates derived from natural sources. Reinforcement shall be with TMT/TMX

bars of Fe 500D or higher, conforming to IS:1786, fabricated using automated in-house

cage-making units for consistent quality. RO water shall be used throughout the

manufacturing process to ensure long-term durability. The manufacturing facility shall

hold valid ISO 9001, ISO 14001, and ISO 45001 certifications, and The precast factory

should have its own NABL approved QA-QC laboratory within plant premises to ensure

daily testing of precast products. MOU / Affidavit stating association with outside

laboratory is not permitted. NABL certificate shall be in name of bidder. All products

shall comply with Indian and international standards such as JIS, ASTM, or EU

standards, and be approved under the MoRTH policy for use in Central and State

Government projects. The rate shall include all costs related to materials, labour at the

plant, reinforcement, formwork, lifting inserts/accessories, and transportation to site,

Including unloading and installation, and shall include one-time free technical

assistance for installation at site. All work shall be executed as per the direction of the

Engineer-in-Charge.

Ahmedabad Municipal Corporation

96 Providing, Supplying and Fixing 0.6 × 0.6 mfactory-made RCC (wet cast) Precast U- 6,997.75 Rmt 25.00

shape drains of T-25 category for use in stormwater drainage, cable trenching, or utility

ducts, manufactured by FUJI Silvertech / FIT / Teemage / Alcock / Siddhi Vinayak,

having dimensions of Width x Depth (in mm) and a length of 2000 mm, with a load-

carrying capacity of 10 Tonne Axle Load and 5 Tonne Wheel Load, suitable for heavy

vehicular movement of longitudinal drain. Each drain shall have tie-shaped grooves

(10–20 mm width and 25 mm depth) on both ends for proper joint alignment and

secure placement. The drains shall be manufactured using minimum M-50/C40 grade

concrete duly steam cured for durability, OPC 53 Grade cement with admixtures as per

IS:456-2000, and coarse and fine aggregates derived from natural sources.

Reinforcement shall be with TMT/TMX bars of Fe 500D or higher, conforming to

IS:1786, fabricated using in-house automated cage-making units for consistency. RO

water shall be used during manufacturing to enhance durability. The factory shall be

certified with ISO 9001 (Quality Management), ISO 14001 (Environmental

Management), and ISO 45001 (Occupational Health & Safety), and The precast factory

should have its own NABL approved QA-QC laboratory within plant premises to ensure

daily testing of precast products. MOU / Affidavit stating association with outside

laboratory is not permitted. NABL certificate shall be in name of bidder. The precast

units must comply with Indian and international standards (such as JIS, ASTM, or EU

standards) and align with MoRTH policy guidelines for use in Central and State

Government projects. The rate shall include all costs of materials, labour at the plant,

reinforcement, formwork, lifting inserts/accessories, and transportation to the site

(including unloading and installation), along with one-time free technical assistance for

installation. All work shall be carried out as per the direction of the Engineer-in-Charge.

97 Precast Cover for duct (732mm breadth x 500mm Length x 145mmTickness suitable 3,485.65 Rmt 25.00

place lid of (T-25) 600 x 600 mm Drain) Providing & laying of (wet cast) factory-made

Precast T-25 lid cover with hole, manufactured by FUJI Silvertech / FIT / Teemage /

Alcock / Siddhi Vinayak for storm water drain, cable trench, or utility duct of size Width

x Length x Thickness, with anti-skid finish on the top surface. Each lid shall be provided

with two standard slits of 155 mm x 20 mm along the width for storm water discharge

and must have a load-carrying capacity of 10 Tonne Axle Load and 5 Tonne Wheel Load,

suitable for heavy vehicular movement over longitudinal drains. The lids shall be

manufactured using minimum M-50/C40 grade concrete, duly steam cured for

enhanced durability, with OPC 53 Grade cement and admixtures as per IS:456-2000,

and aggregates derived from natural sources. Reinforcement shall be with TMT/TMX

bars of Fe 500D or higher, conforming to IS:1786, fabricated using automated in-house

cage-making units for consistent quality. RO water shall be used throughout the

manufacturing process to ensure long-term durability. The manufacturing facility shall

hold valid ISO 9001, ISO 14001, and ISO 45001 certifications, and The precast factory

should have its own NABL approved QA-QC laboratory within plant premises to ensure

daily testing of precast products. MOU / Affidavit stating association with outside

laboratory is not permitted. NABL certificate shall be in name of bidder. All products

shall comply with Indian and international standards such as JIS, ASTM, or EU

standards, and be approved under the MoRTH policy for use in Central and State

Government projects. The rate shall include all costs related to materials, labour at the

plant, reinforcement, formwork, lifting inserts/accessories, and transportation to site,

Including unloading and installation, and shall include one-time free technical

assistance for installation at site. All work shall be executed as per the direction of the

Engineer-in-Charge.

98 Providing and fixing cast iron manhole frame of weight 80 to 85 kg suitable for existing 71.10 per kg 1,500.95

EHD-35 FRC MH cover, rate also incl. loading, unloading and fixing the frame in line

and level to match exisisting road level in C.C. 1:2:4 and finishing smooth, watering

and protecting for 7 days etc. complete as per instruction by engg. in charge.

(Approved Rate )

Ahmedabad Municipal Corporation

99 Box cutting the road surface to proper slope and camber for making a base for road 205.35 Cmt. 1,167.00

work including removing the excavated stuff and depositing on the road side slope as

directed upto 50Mt.lead.. EXECUTED WITH MANUAL LABOUR (R&B Road Bridge SOR

24-25 ITEM CODE 26B007 PN 116 )

100 Labour charges for hand laying hotmix material DBM/BC on the road surface in line & 449.68 MT 250.00

level incl. cleaning the surface with air compressor and if require re carting material by

JCB at necessory place of work also rolling with 8 -

Total Amount Rs.

Total Amount Rs.

Seal and Signature of the Bidder Addi.City Engineer

Date: Amdavad Municipal Corporation

Ahmedabad Municipal Corporation

FINANCIAL BID FORM

Add.CityEngineer(EZ)

Harubhai Mehta Bhavan,

Viratnagar Char Rasta, Viratnagar

Name of work:- Construction of New Road, Regrade and Resurface work at different wards of DYCE-1

in East Zone of AMC (ARC) .

1. Having examined the site of works and Bid Documents, comprising Instructions to Bidders, Scope of

works, Conditions of Contract, Technical Specifications, Bill of Quantities I/we, the undersigned offer to

execute and complete such works and remedy any defects therein in conformity with the said bid

documents for the sum of Rs. _________ (Rupees _______________________________________) or

such other sum as may be ascertained in accordance with the said Bid documents.

2. We undertake, if our Bid is accepted, to commence the work within Fifteen (15) days of receipt of the

order to commence, and to complete and deliver the sections and whole of the works comprised in the

Contract within the period stated in the bid hereto.

3. If our Bid is accepted, we will furnish Performance Security (ies) in the form of a Bank Guarantee to be

jointly and severally bound on us, in accordance with the Conditions of Contract.

4. We agree to abide by this Bid for the period of One Hundred & Eighty (180) days from the last date fixed

for Bid Submission and it shall remain binding upon us and may be accepted at any time before the

expiry of that period.

5. We confirm our agreement to treat the Bid documents and other records connected with the works as

secret and confidential documents and shall not communicate information contained therein to any

person other than the person authorised by the

Employer or use such information in any manner prejudicial to the safety and integrity of the works.

6. Unless and until an agreement is prepared and executed, this Bid, together with your written acceptance

thereof, shall constitute a binding Contract between us, but without prejudice to your right to withdraw

such acceptance without assigning any reasons thereof.

7. We understand that you are not bound to accept the lowest or any bid you may receive.

We attach herewith proof of submission of income tax returns along with profit & loss statement attached

with tax returns.

Yours faithfully,

Authorised Signature :