Regrade & Resurface of different Ward and different roads Dy.C.E.-1 of west zone of Ahmedabad (ARC TENDER).

Name of work: Regrade & Resurface of different Ward and different roads Dy.C.E.-

1 of west zone of Ahmedabad (ARC TENDER).

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 Building BUILDINGS, ROADS & BRIDGESWORKS WITHOUT GST 2023-

24, AMCSoR 2021-22, GWSSB SoR 2021-22, R&BD GoG SoR 2021-22, 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

AHMEDABAD MUNICIPAL CORPORATION

Name of Work:- Regrade & Resurface of different Ward and different roads Dy.C.E.-1 of

west zone of Ahmedabad (ARC TENDER).

It. No. Item Description Qty Unit (Rs.) (Rs.)

Carry out complete alignment survey work using

total station for the length and width as decided by

Engineer in charge for complete length of road and

additional length as required. The width to be

surveyed will be up to TP Boundary and beyond

that as required, including marking of TBM, its

coordinates, station points, their coordinates, center

line of alignment, taking ground level details of

existing structures, details of all utilities below GL,

manholes, catch pits, existing utility services, light

poles, trees, over head electrical lines, BSNL section

pillar/ box, Torrent electrical boxes, including any

number marked on them, road dividers, foot paths,

etc. within complete working area and additional

areas Rate includes submission of

longitudianlsections, cross sections, Detailed drawing

in AUTOCAD, Reports of survey work in three hard

colour copies with soft copy of AUTOCAD drawing, in

CD to Engineer incharge as directed for each road

Submission of drawing in hard copy and soft copy as

1 per specification. 400.00 Hectare 3168.00

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

2 resulting trenches and pits complete.

a central verge -kerb stone 30.00 Rmt 8.00

Dismantling tiled or stone floors laid in mortar

including stacking of serviceable material and

disposal of uservicalble material with all lead and

b lifts. SOR 23-24 IT CD NO:20005 30.00 Smt 47.25

Demolition & disposal of unservisable material with

all lead and lift for unreinforeced concrete. SOR 23-

Demolition of brick work & stone masonry including

stacking of serviceable materials and disposal of

unserviceable materials with all lead and lift (1) In

d cement mortar. SOR 23-24 IT CD NO:20003B 30.00 Cmt 544.95

Demolition including stacking of serviceable

materials and disposal of unserviceable materials

with all lead and lift. (I) R.C.C work. SOR 23-24 IT

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.

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

Ahmedabad Municipal Corporation

a up to 0.20 meter thickness (By Manual) 400.00 Smt 71.10

0.20 to 0.30 meter (By any type of Breaker Machine

or R.C.C.Cutter machine including cost of operator,

b fuel, & transportation etc complete. 600.00 Smt 177.76

0.30 meter & above (By any type of Breaker Machine

or R.C.C.Cutter machine including cost of operator,

c fuel, & transportation etc complete. 600.00 Smt 311.08

Barricading the entire break down or excavated area

on rental basis using wooden 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

4 start to complete) 100.00 Rmt 79.99

Milling the existing bituminous pavement up to a

depth of 50 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,

5 lubricant charges etc complete. 400.00 Smt 66.86

Milling the existing bituminous pavement for a depth

more than 50 mm but up to 100 mm by milling

machine in a single cutting depth to make a uniform

surface without disturbing the base including

diversion of traffic, removing milled materials and

disposal of milled material to an approved dumping

yard (within 12 km lead) including loading and

unloading, all leads and lift, fuel, lubricant charges

etc complete.(For every increase in 10mm milling

depth beyond 50mm-the rate will increase Rs.4.99

6 upto 100mm milling depth on Rs.75.22.) 2000.00 Smt 89.04

Box cutting the road surface to proper slope and

camber for making a base for road work including

removing the excavated stuff and depositing on the

7 road side slope as directed upto 200 Mt.lead 1100.00 Cmt 205.35

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

8 within the work site is not payable.

a a) Lead up to 1 Km. 35.00 Cmt 23.38

b b) Lead From 1Km to 2 Km. 35.00 Cmt 30.94

c c) Lead From 2 Km to 3 Km. 35.00 Cmt 38.37

d d) Lead From 3 Km to 4 Km. 35.00 Cmt 45.52

e e) Lead From 4 Km to 5 Km. 400.00 Cmt 52.42

f f) Lead From 5 Km to 10 Km. 400.00 Cmt 78.54

g g) Lead From 10 Km to 15 Km. 1400.00 Cmt 104.65

Supplying of graded hand broken stone size of

9 mm to 127 mm at site (Rubble or Spoul) 80.00 Cmt 983.93

10 Labour charges for spreading the spouls 127 mm 120.00 Smt 26.79

Ahmedabad Municipal Corporation

thick layer good earth filling in voids correcting the

grade & camber comp. with rolling, watering, incl.

preparing the surface by brushing for removing all

loose or dirts ect.comp.

Supply of graded machine cut black trap stone

aggregate (metal) of Sevaliya / Timba or equivalent

11 quality metal of size 25 mm to 40 mm. 80.00 Cmt 981.25

Labour work for spreading the metal 85 mm thick in

single layer, incl. providing & 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

12 etc. comp. as directed. 120.00 Smt 158.39

Supplying and Spreading good quality coarse sand

free from Impurities including Transporation to Site

and labour cost for Spreading etc. Comp. as

13 directed.( Approved AMC rate) 80.00 Cmt 312.50

Rolling of Earth Work in layers with power roller

including spreading of earthwork and filling in

depressions which occurs during the process. SOR

Watering of Earth as Directed. SOR 23-24 IT NO

Collecting carting, stacking , spreading and levelling

coarse sand in 150 mm thick compacted layer

including watering up to OMC ,rolling and

consolidation with power roller etc complete as

directed. 140.00 Cmt 890.99

Earthwork for embankment including breaking clods,

dressing with all lead and lift. From Borrow area with

all lead and lifts. (Including watering and

consolidation) From Borrow area with all lead

17 and lifts. 400.00 Cmt 265.00

Construction of granular Sub base using crusher run,

spreading in 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. 0.00 Cmt 1793.00

Production & Supply of GSB (Crusher Run) RA-3A 1000.00 Cmt 1763.00

Laying of GSB (Crusher Run) RA-3B 1000.00 Cmt 30.00

Providing, laying, spreading and compacting graded

stone aggregate to wet mix macadam specification

including premixing the Material with water at OMC in

mechanical mix plant carriage of mixed Material by

tipper to site, laying in uniform layers in sub- base /

base course on well prepared surface and

compacting with vibratory roller to achieve the

19 desired density as per Codal Provision. 0.00 cmt 2010.00

Production & Supply of WMM 1200.00 Cmt 1975.00

Laying of WMM 1200.00 Cmt 35.00

Providing and applying primer coat with cationic

bitumen emulsion SS1 grade conforming to ASTM

20 GRADE on prepared surface of wet mix macadam 10000.00 Smt 39.75

Ahmedabad Municipal Corporation

including 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.

Providing & applying Tack coat with VG-30 Grade

bitumen using bitumen pressure distributor at the

rate of 0.20-0.30 kg/sqm on the existing bituminous

surface cleaned with Air Compressor etc complete.

21 For D.B.M. or B.C. 80000.00 Smt 9.74

Dense Graded Bituminous Macadam (Providing,

Carting and laying of dense bituminous 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

22 minimun binder content of 4.5%. 0.00 MT 3291.00

Producton of DBM as above (GRADE - II) 10700.00 MT 2877.00

Carting of DBM from Plant to Paver Site 10700.00 MT 139.00

Only Laying of DBM using hydrostatic paver finisher

with sensor control to the required grade, level and

alignment, rolling with smooth wheeled, vibratory and

tandem rollers to achieve the desired compaction as

per tender specification in all respects. 10700.00 MT 275.00

Bituminous Concrete (Providing, Carting and laying

of bituminous concrete with 100-120 TPH batch type

hot mix plant producing an average output of

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

23 difference in binder content will be recovered from 0.00 MT 3661.00

Ahmedabad Municipal Corporation

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%.

Producton of BC as Above. 14500.00 MT 3247.00

Carting of BC from Plant to Paver Site. 14500.00 MT 139.00

Only Laying of BC using hydrostatic paver finisher

with sensor control to the required 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. 14500.00 MT 275.00

Providing and laying Asphalt painting on B.T. surface

immediately after laying work complete with all

respect, using bitumen grade 60/70 (VG-30) @ rate

of 5 kg/10 smt by Mechanical sprayer and spreading

the stone dust on prepared surface at the rate of

cum/10 smt. and rolling with smooth wheeled and

24 penumatic roller and brushing etc. comp. 100000.00 Smt 24.16

Suppling and mixing in bitumen tank Nano

technology based reactive penetrative 100% organo

silane compound (anti stripping agent) for chemical

bonding complete, coating and consistant

compaction of hot mix asphalt. the product should

be soluble in asphalt and water.the product should

be in 400-1000 cp viscocity as approved by Engineer

in charge.The material should be supplied in 20 kg

carbos at hot mix plant and mixing shall be done as

25 per specification 70.00 kg 711.04

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

26 same as directed.

a (A) up to 0.15 mt. (@ Two Coarse) 10.00 Nos. 728.82

b (B) up to 0.35mt. (@ Four Coarse) 10.00 Nos. 1155.44

c (C) up to 0.65 mt. (@ Seven Coarse) 5.00 Nos. 1786.49

d (D) up to 0.90 mt. (@ Ten Coarse ) 5.00 Nos. 2150.90

Repairing damaged I.C./ Raising 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 chamber sheet cover, removing

the debris from chamber and carting the same as

27 directed. 5.00 Nos. 399.96

Raising of Existing manhole. Item includes, cutting of

existing road surround by Manhole by diamond cutter

machine, dismantling of road in confined area by

breaker 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

28 included necessary plaster at inside of manhole in 60.00 Nos. 6815.32

Ahmedabad Municipal Corporation

CM 1:3 in 20 mm thickness on raised brickwork.

Excavation for pipe line trenches for sewerage line,

manhole etc all with shoring and struting if required

as per required gardient and line including safety

provisions using site railes and stacking excavated

stuff including upto all required lead cleaning the site

etc. Complete for all leads and strata as specified.

29 Excavation upto 1.5mt depth

a) In all sorts of soil and soft murrum 15.00 Cmt 84.10

b) In hard murrum, boulders including macadam road 15.00 Cmt 127.56

Excavation upto 1.5 to 3.0mt depth

a) In all sorts of soil and soft murrum 15.00 Cmt 92.60

b) In hard murrum, boulders including macadam road 15.00 Cmt 139.85

Providing bedding including ramming, watering

levelling, consolidating etc complete as per

30 standards and instruction of engineer in charge

As above with selected excavated earth available

a) near site 15.00 Cmt 60.00

As above with murrum brought from outside including

b) all lead 15.00 Cmt 176.00

As above with required quality sand brought from

c) outside including all lead 15.00 Cmt 329.00

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. inlcuding conveyance from store to site of

work labour giving hydraulic testing and all necessary

31 testing as per IS code (RCC pipe Horizontal cast)

a) 300 mm internal diameter 70.00 Rmt 888.37

b) 450 mm internal diameter 35.00 Rmt 1539.32

c) 600 mm internal diameter 35.00 Rmt 2212.85

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-

a 15mm (IT CD NO 23061) 7.00 Rmt 71.93

b 25 mm (IT CD NO 23062) 7.00 Rmt 90.93

c 40 mm (IT CD NO 23064) 7.00 Rmt 146.65

d 50 mm (IT CD NO 23065) 7.00 Rmt 193.73

Providing and supplying,and jointing ISI mark only

standard length stoneware pipes of following class

and diameter including excavation for laying of pipes,

insurance, transportation, freight charges, octroi,

inspection charges, loading, unloading, conveyance

to departmental stores, stacking etc. compl.

(IS651/1989 or its latest revision) including labour

33 work for lowering, laying, joiting with cement mortar

Ahmedabad Municipal Corporation

(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

a 100 mm dia (IT CD NO 24001AA) 15.00 Rmt 211.05

b 150 mm dia (IT CD NO 24001BA) 15.00 Rmt 288.23

c 230 mm dia 15.00 Rmt 400.54

Brick work using common burnt clay building bricks

having crushing strength not less than 35kg./Sq.Cm.

In foundation and plinth in Cement Mortar 1:5.(1-

Cement: 5 -fine sand)(B) Modular SOR23-24 IT

Providing15mm thick cement plaster in single coat on

Rough (Similar) side of single or half brickwalls for

interior plastering upto floor two level and finished

even and smooth in (i) Cement mortar 1:3 (1-

cement:3-sand) 15.00 Smt 174.83

35 SOR 23-24 IT CD NO :17002A

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

work site etc. comp. Directed. (Based on rate of

36 central store circular 01/2021-22, Dt. 13-08-21)

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

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

35.00 MT load design, 100x2mm MS flat allround,

16mm ø plain round bar for lifting the cover & should

a be fitted with plastic cups. 7.00 Nos. 1368.75

Carting and Fixing M.H., Chamber or Catchpite Seat

and Cover 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 directed.

M.H. seat cover will be supplied byA.M.C.(from any

37 store) 7.00 Nos. 746.59

Providing and fixing cast iron manhole frame of

weight 80 to 85 kg suitable for existing 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

38 per instruction by engg. in charge. 200.00 Kg 71.10

Constructing Bombay Pattern Type Catch Pit of size

0.60 x 0.60 depth up to 1 mt including excavation,

B.B.C.C. (1:5:10), 23 cms thick brick maso. wall in

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

the prop M15 at bottom and 15 mm thick cement

plaster inside the catch pit in the proportion of CM

39 (1:3) with out jali etc. comp. as directed. 70.00 Nos. 3110.80

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

jali with frame 600mm x 600mm clear opening etc.

40 comp.. As directed by engineer in charge. 70.00 Nos. 1377.64

Supplying and fixing of 380 mm H x 300 mm L x

mm B Kerb block for Central Verge 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

41 stones of approved design including curing, etc. 450.00 Rmt 431.96

Ahmedabad Municipal Corporation

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 productiona) Laying

on 5 cm thick Sand Bedding

Supplying and fixing of 300 mm-L x 150 mm-B x

mm-H Kerb block for Footpath in M-20 grade using

20 mm nominal size black trap aggregate of

Sevaliya/Timba or equivalent quality for pre-cast

blocks, reasonably exposed finish/ formwork , mould

with well equipped with vibratory system for kerb

stones of approved design including curing, etc.

complete, including the cost of formwork etc.

complete. The rate shall also include necessary

cutting of asphalt, 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)

42 Laying on 5 cm thick Sand Bedding 2000.00 Rmt 350.89

Pre cast concrete kerb Providing and fixing M25

Grade of concrete precast exposed / Fair finish /

texture finish kerb stones of approved make as per

approved sample of any size and any type. Kerbs

shall be fixed on the foundation prepared as per

approved design. The rate shall also include for

erecting and fixing the pieces in position for complete

kerb system with chamfered type of kerbs including

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

43 high median kerb. 400.00 Rmt 1061.61

Pre cast concrete kerb Providing and fixing M25

Grade of concrete precast exposed / Fair finish /

texture finish kerb stones of approved make as per

approved sample of any size and any type. Kerbs

shall be fixed on the foundation prepared as per

approved design. The rate shall also include for

erecting and fixing the pieces in position for complete

kerb system with chamfered type of kerbs including

44 necessary accessories of kerb like radius kerbs, 400.00 Rmt 912.50

Ahmedabad Municipal Corporation

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

Providing and fixing pre-cast concrete kerb stone of

gray cement based concrete block 30cm

length,30cm height and 15cm thick of M200 grade

concret as per approved design and including

excavation for fixing in proper line and level,filling the

joint with C:M 1:3 (1cement:3fine sand) etc complete. 600.00 Rmt 376.43

45 SOR 23-24 IT NO 14023A

Supplying and fixing for central verge 230 mm L x

235 mm Width x 680 mm H 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

46 type of materials shall not be allowed for production. 800.00 Rmt 1376.75

Providing and Laying of Rubber Moulded Paver

Block Grey/Coloured 60 mm thick, M-35 Grade of

any size ; shape (Usually Uni-Paver Blocks) using

black trap good quality aggragate of 20 mm nominal

size for footpath, parking areas, service lanes

and other areas as mentioned in the drawing /

instruction of engineer in charge. Cost includes

formworks using rubber mould, Rate providing and

laying paver blocks as per required grading and

specification. The paver block shall be mechanically

compacted. The work of paving blocks shall be

executed in line and level by skill mason of flooring

work only. It should be laid in such a way that the no

cutting of the paver block to be necessary. if cutting

of paver block necessary then it should be cut by

machine only and carting. The finished surface of the

paver block shall have resonably good, plain

finished. Paver blocks shall be compacted and shall

be relaid if necessary. Gravel or such type of

materials shall not be allowed for production.

47 Laying on 5cms thick sand beddding. 8000.00 Smt 501.60

Providing and laying of interlocking grey paver

blocks of high density 80mm thick made from M-

48 40 grade concrete using 6 mm to 20 mm machine 600.00 Smt 572.00

Ahmedabad Municipal Corporation

crushed well graded stone aggregate, sand of

approved quality, OPC 53 grade cement with

contractor's own concrete mix design as approved by

AMC, for parking, road. Cost Includes formwork,

using rubber/FRP mould, laying 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. It should be laid

in such a way that the no cutting of the paver block to

be necessary. Cutting of paver block by machine cut

only and carting to be done. The Finished surface of

the Paver Block shall have reasonably good plain

finish. Paver blocks shall be compacted and shall be

re-laid if necessary. Gravel or such type of materials

shall not be allowed for production. Laying on 5 Cms

thick sand bedding.

Paver Block Providing and laying shot blasted

Non - interlocking, Paver blocks of specified

thickness, size, grade of concrete and colour

machine made and blasting by automatic shot

blasting machine and high density of as per

approved sample of approved make for footpath,

parking areas, service lanes,cross over and other

areas as mentioned in the drawing. Including

providing and laying 50 mm thick averave bedding

layer of coarse sand below paver block as per

required grading and specification. Laid paver block

shall be mechanically compacted. The work of the

paving blocks shall be executed in line and level by

skilled mason of flooring work only. Small size of

paver block with same specification shall be used at

residue or at end. It should be laid in such a way that

the no cutting of the paver block to be necessary. If

cutting of paver block shall be required , than cut by

machine only and laying to be done by skilled

flooring mason. The finished surface of the paver

block shall have coarse sand Texture Finish. Pave

blocks shall be compacted and shall be re-laid if

necessary. Actual laid area shall be measured and

paid without any wastage. (A) 60 mm thick M-35

49 grade Grey Paver block of size 200mm x 200mm. 280.00 Smt 669.65

Paver Block Providing and laying shot blasted

Non - interlocking, Paver blocks of specified

thickness, size, grade of concrete and colour

machine made and blasting by automatic shot

blasting machine and high density of as per

approved sample of approved make for footpath,

parking areas, service lanes,cross over and other

areas as mentioned in the drawing. Including

providing and laying 50 mm thick averave bedding

layer of coarse sand below paver block as per

required grading and specification. Laid paver block

shall be mechanically compacted. The work of the

paving blocks shall be executed in line and level by

skilled mason of flooring work only. Small size of

paver block with same specification shall be used at

50 residue or at end. It should be laid in such a way that 200.00 Smt 758.93

Ahmedabad Municipal Corporation

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.

Labour work of fixing kurb any design of central

verge, (both side) footpath kurb, items includes

necessary excavation, asphalt cutting of any

thickness, erecting in line and position and pointing

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

filling with zari along the side of the kurb, the kurb

stone fix prepared with bitumnious top surface, as

51 directed by engineer in charge. 800.00 Rmt 136.40

Providing and laying cement concrete 1:5:10 (1-

Cement : 5- fine sand : 10- graded brick bat

aggregates 40mm nominal size) and curing

complete. 400.00 Cmt 2492.51

52 SOR 23-24 IT NO 05006A

Providing and laying cement concrete 1:3:6 (1-

Cement : 3- Coarse sand : 6- Hand broken stone

aggregates 40mm nominal size) and curing

complete. 400.00 Cmt 4006.15

53 SOR 23-24 IT NO :05005A

Road marking with hot applied thermoplastic paints

with reflectorising glass beads on bitumin surface

providing and laying a hot applied thermoplastic

compound 2.5 mm thick including reflectorising glass

beads @ 250gms per sqm area, thickness of 2.5mm

is excluding of surface applied glass beds as per

IRC:35-2015. The finished surface to be level,

uniform and free from streaks and holes.zebra patta

/bump patta lane/center line/ edge line/cut patta. The

white color marking should provide liminance

coefficinet on cement road shall be min

mcd/m2/lux and Asphalt road shall be

min100mcd/m2/lux during the service life during the

daytime.The marking should meet the performance

criteria for night time reflectivity,wet reflectivity and

skid resistance as mentioned in the section-15of

IRC35-2015.Warranty for the Retro reflectivity should

be two years. 6000.00 Smt 364.08

54 SOR RB 23-24 IT CODE 26161

Fexible Median Marker : Providing and Fixing of

Flexible Median Marker that are made of tough, high

impact resistant, injection-molded, thermoplastic

body with property of flexibility to provide high

durability. The dimension of Flexible Median Marker

should not exceed 18.4 cm in height(including shank

height),12.5 Cm in width. ,0.65 cm in thickness and

shank depth shall be 3.4 cm The body structure shall

be rounded at all its corners and edges. The plastic

used for molding the Flexible Median Marker should

survive impact load of 5kg continuously for 750 times

55 at room temperature. The logo of the manufacturer 400.00 Nos. 269.00

Ahmedabad Municipal Corporation

shall be embossed on either side of the body in the

injection molding process. The Median Marker shall

have flame like shaped body with, fluorescent yellow

color retro-reflective sheeting of size not less than

Cm square, with fully reflective micro prismatic cube

corners as its retro-reflective elements as per IRC

2012 and ASTM D4956-09 type XI specifications

reflectivity values. The retro-reflective sheeting shall

be one or both sides of the Flexible Median Marker

and shall be edge protected with no exposed edges

which will prevent edge lifting, vandalism, sheeting

damage, etc. The Flexible Median Marker shall be

fixed by a combination of epoxy adhesive and

grouting as recommended by.

SOR 23-24 IT CODE:26164

Road marking with hot applied thermoplastic paints

with reflectorising glass beads on bitumin 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. The finished surface to be level, uniform and

free from streaks and holes.) Directional Arrow,

56 Lettering. 300.00 Nos. 510.62

Cat Eye / Road Stud / RPM: Supplying of Molded

Twin Shanks Raised Pavement Markers made of

polycarbonate and ABS moulded body and reflective

panels with micro prismatic lens 1400.00 Nos. 323.00

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

Type H and 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 13 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 +/-

mm and height not less than 30+/- 2 mm) from the

body is to be a minimum value of 500 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 IRC 35-

2015 and as directed by Engineer-in-charge.

57 SOR RB IT NO:26162A

Painting Two Coats on divider and footpath curb

surface / New Concrete Surface ( Painting two coats

after filling the surface with synthetic enamel paint in

58 all shades on new plastered concrete surfaces) 4000.00 Smt 71.86

Painting lines, deashes, arrows, letters etc on roads,

Air fields and like in two coats with road marking

paint, brushing including cleaning the surface of all

dirt, dust and other foreign latter. (i) 800.00 Smt 121.91

Over 10cm in width

59 SOR 23-24 IT CODE: 19025A

60 Painting lines, deashes, arrows, letters etc on roads, 800.00 Rmt 12.14

Ahmedabad Municipal Corporation

Air fields and like in two coats with road marking

paint, brushing including cleaning the surface of all

dirt, dust and other foreign matter. (ii) Upto 10 cm in

SOR 23-24 IT CODE: 19025B

RETRO –REFLECTORISEED TRAFFIC

SIGNCautionary Warning Sign :-Providing and fixing

sign boards made out of 2mm aluminium sheet /

4mm ACP (Aluminum composite Panel); size 90 x

x 90 cms. equilateral triangle as per design of IRC-

67-2012. Pre treated with phospheting process &

acid etching; coated with one coat of epoxy primer

and two coats of best quality epoxy paint ;

reflectorised with High Intensity Prismatic Grade retro

refiectivesheeting of Type- 4 as per ASTM D-4956

and latest M.O.S.T.Specifications; 3.6mtr long stand

post of Iron Angle 75 x 75 x 6mm / 65NB Circular MS

Pipe as required and frame fabricated from suitable

size iron angle of 35 x 35 x 3mm; painted with

bestquality epoxy coatings in black and white bends.

details of symbol for each board shall be as per the

instruction of engineer in charge. The fixing at site

shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms.

for each leg including excavation, curing

etc.complete under the supervision of engineer in

charge. A warranty for 7 years for the Retro reflective

sheeting from original manufacturer & a certified

copy of 3 year outdoor exposure test report from third

party test lab for the product offered shall be

submitted by contractor. (B) Class-B Type-4 Retro

61 Reflective sheeting SOR 2324 IT CODE:26092B

Supplying And Fixing Jumbo bollard swiss type

Made out of 1.5 cm crc sheet 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)

62 High Intensity Grade. 100.00 Nos. 6463.35

RETRO –REFLECTORISEED TRAFFIC SIGN

Regulatory / Mandatory Sign :-Providing and fixing

sign boards made out of 2mm aluminium sheet /

4mm ACP (Aluminum composite Panel); size 60 cms

Dia Circle as per design of IRC- 67-2012. Pre treated

with phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best

quality epoxy paint ;reflectorised with Micro Prismatic

Grade retro refiectivesheeting of Type-11 as per

ASTM D-4956 and latest M.O.S.T.Specifications;

3.6mtr long stand post of 75 x 75 x 6mm / 65NB

Circular MS Pipe as required and frame fabricated

from suitable size iron angle of 35 x 35 x 3mm;

painted with bestquality epoxy coatings in black and

white bends. The details of symbol foreach board

shall be as per theinstruction of engineer in charge.

63 The fixing at site shall be in 1:2:4 CC blockof size 45 24.00 Nos. 4573.00

Ahmedabad Municipal Corporation

x 45 x 60 Cms. for each leg.including excavation,

curing etc.complete under the supervision of

engineer in charge. A warranty for 10 years for the

Retro reflective sheeting from original manufacturer

& a certified copy of 3 year outdoor exposure test

report from third party test lab for the product offered

shall be submitted by contractor. (A) Class-C Type-

11 Retro Reflective sheeting SOR IT CO:26094C

Facility Informatory Sign :-Providing and fixing sign

boards made out of 2mm aluminium sheet / 4mm

ACP (Aluminum composite Panel); size 80 x 60 cms.

rectangular as per design of IRC- 7-2012. Pre treated

with phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best

quality epoxy paint ; reflectorised with High Intensity

rismatic Grade retro refiectivesheeting of Type-4 as

per ASTM D-4956 and latest M.O.S.T.Specifications;

3.6mtr long stand post of Iron Angle 75 x 75 x 6mm /

65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of 35 x 35 x

3mm; painted with bestquality epoxy coatings in

black and white bends. The details of symbol for

each board shall be as per the instruction of engineer

in charge. The fixing at site shall be in 1:2:4 CC

blockof size 45 x 45 x 60 Cms. for each leg including

excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for

years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the

product offered shall be submitted by contractor. (B)

Class-B Type-4 Retro Reflective sheeting. 0.00 Nos. 3951.10

64 SOR 23-24 IT CD NO :26093B

Hazard Marker Sign :-Providing and fixing sign

boards made out of 2.0 mm aluminium sheet / 4 mm

ACP (Aluminum composite Panel); size 90x30 cms.

rectangular as per design of IRC-67-2012. Pre

treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats

of best quality epoxy paint ;reflectorised with Micro

Prismatic Grade retro refiectivesheeting of Type-11

as per ASTM D-4956 and latest

M.O.S.T.Specifications; 1.8mtr long stand post of

x 75 x 6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of 35 x

35 x 3mm; painted with bestquality epoxy coatings in

black and white bends. The details of symbol foreach

board shall be as per theinstruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC blockof

size 45 x 45 x 60 Cms. for each leg.including

xcavation, curing etc.complete under the supervision

of engineer in charge. A warranty for 10 years for the

Retro reflective sheeting from original manufacturer

& a certified copy of 3 year outdoor exposure test

report from third party test lab for the product offered

shall be submitted by contractor. (A) Class-C Type-

11 Retro Reflective sheeting 8.00 Nos. 3630.00

65 SOR 23-24 IT CODE:26102C

Ahmedabad Municipal Corporation

Give Way Sign :-Providing and fixing sign boards

made out of 2mm aluminium sheet / 4mm ACP

(Aluminum composite Panel); size 90 x 90 x 90 cms.

equilateral triangle as per design of IRC-67-2012.

Pre treated with phospheting process & acid etching;

coated with one coat of epoxy primer and two coats

of best quality epoxy paint ;reflectorised with Micro

Prismatic Grade retro refiectivesheeting of Type-11

as per ASTM D-4956 and latest

M.O.S.T.Specifications; 3.6mtr long stand post of

x 75 x 6mm / 65NB Circular MS Pipe as required and

frame fabricated from suitable size iron angle of 35 x

35 x 3mm; painted with bestquality epoxy coatings in

black and white bends. The details of symbol foreach

board shall be as per theinstruction of engineer in

charge. The fixing at site shall be in 1:2:4 CC blockof

size 45 x 45 x 60 Cms. for each leg.including

excavation, curing etc.complete under the

supervision of engineer in charge. A warranty for

years for the Retro reflective sheeting from original

manufacturer & a certified copy of 3 year outdoor

exposure test report from third party test lab for the

product offered shall be submitted by contractor. (A)

Class-C Type-11 Retro Reflective sheeting SOR 23-

Providing and fixing Swiss type bollard made out

of 1.5mm CRC sheet ,height

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

67 concrete(Foundation size 30cm×30cm×35cm). 7.00 Nos. 3696.00

Direction (Junction) Sign :-Providing and fixing sign

boards made out of 2mm aluminium sheet / 4mm

ACP (Aluminum composite Panel); size 244x122

cms. rectangular as per design 7.00 Nos. 21076.70

of IRC-67-2012. Pre treated with phospheting

process & acid etching; coated with one coat of

epoxy primer and two coats of best quality epoxy

paint ; reflectorised with High Intensity Prismatic

Grade retro refiectivesheeting of Type-4 as per

ASTM D-4956 and latest M.O.S.T.Specifications;

4.0mtr (2 Nos.) long stand post of Iron Angle 75 x

x 6mm / 65NBCircular MS Pipe as required and

frame fabricated from suitable size iron angle of

50x50x5mm; painted with bestquality epoxy coatings

in black and white bends. The details of symbol for

each board shall be as per the instruction of engineer

in charge. The fixing at site shall be in 1:2:4 CC

blockof size 45 x 45 x 60 Cms. for each leg including

excavation, curing etc.complete under the

Supervision of engineer in charge. A warranty for

years for the Retro reflective sheeting from original

68 manufacturer & a certified copy of 3 year outdoor

Ahmedabad Municipal Corporation

exposure test report from third party test lab for the

product offered shall be submitted by contractor. (B)

Class-B Type-4 Retro Reflective sheeting

SOR 23-24 IT CODE 26098B

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

Work including bending,binding and placing in

position complete upto floor two level 400.00 Kg 75.46

69 SOR 23-24 IT NO :05014C

Providing and Casting in situ ordinary cement

concrete M200 for R.C.C. Raft and cutt off walls

including necessary shuttering laying, vibrating,

ramming and curing complete.(B) Walls, fom top of

foundation level upto floor two level (upto 10ton).

Re-carting of Hotmix material from place of Work /

AMC store to Location of laying havind narrow width

like chawls, poles, gamtal roads using JCB for

loading to transorting by tractor trolly including fuel,

71 driver etc complete as directed. 200.00 MT 90.00

Providing and setting 50 to 60 mm thick rouge kotah

stone water table in line, level and in required

gradient including 25 mm thick beddcing in C.M. 1:6

(1 Part of cement : 6 Part of coarse sand) with

sufficient ramming consolidation. Providing joints in

C.M. 1:3 (1 Part of cement : 3 Part coarse sand) and

smooth pointing in C.M. 1:1 (1 Part of Cement, 1 Part

of coarse sand) including watering etc. complete and

as per details in tender specification & as directed by

engineer in charge. 1400.00 Rmt 111.15

b Size : 1' x 1'(40 to 50 mm thick) 120.00 Rmt 103.52

Fabricating, supply and erecting in position Standard

Structural steel sections conforming to IS 2062 for

railing , skywalk, stair, or other works using ISMB,

ISA, ISMC, MS plate, flat, square bars, pipe, square

pipe, rectangular sections, square section, tube, etc.

including welding, cutting, wastage, etc. complete.

The rate is inclusive of welding rod, supply & fixing of

correct size nut, bolts, washers, including one primer

coat of red lead paint conforming IS:102 Zinc

chromate paint conforming to IS:104 followed by two

coat of aluminium paint as per IS:2339 OR enamel

paint of color as selected by engineer incharge, with

all contractor's materials, labour, tools & plants, in

bolted/welded construction as directed by Engineer-

in Charge. The waste cut pieces shall not be

included in the paying quantity. The work shall be

done as per drawing and specification. The work

73 shall be carried out as per IS:800, IS:816 800.00 Kg 126.68

Labour work for fixing interlocking blocks / any kind

of pavement on up to 50 mm th sand bedding,

levelling, watering and fixing in line & level as well

74 cleaning the site etc.comp. as directed. 400.00 Smt 68.64

Labour charges for hand laying hotmix material

DBM/BC on the road surface in line & level incl.

cleaning the surface with air compressor and if

require re carting material by JCB at necessory

75 place of work also rolling with 8 ‐ 10 tonnes 200.00 MT 449.68

Ahmedabad Municipal Corporation

vibratory roller and Dust spreading on BC after

rolling, rate also includes re‐carting of Hotmix

material from place of Work / AMC store to

Location of laying having narrow width like chawls,

poles, gamtal roads etc. complete.

Paver Block Providing and laying, Dished Channel

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 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

mm X 100 mm thick M-25 grade Grey dished

76 curved channel Make VYARA or Equivalent 3630.00 Rmt 907.00

Supply and installation of concrete bollard of size

300mm diameter x 900mm height, constructed using

M-30 concrete and 4nos 8mm dia MS Fe500

reinforcement through the section as directed by EIC

77 including supply of all 80.00 Nos. 1725.00

C - Channel Bench :- Providing and fixing C -

Channel Bench made out of ISMC 200 and 0.9m

height fixing with 8mm thick base plate and seat.

WPC plank (1.3 x 0.3 m), As per attached drawing

including , bolt , painting , fixing , hardware and

labour etc.complete & instructed by in charge

78 Consultant. 80.00 Nos. 7990.00

* Note :‐ 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.

Contractor’s Quoted Rate: - +

Net Tender Amount Rs. (Rupees …………………………………………………………………………..only)

Seal and Signature of the Bidder Addl. City Engineer

Date: Ahmedabad Municipal Corporation

Ahmedabad Municipal Corporation

FINANCIAL BID FORM

To : The Municipal Commissioner,

Amdavad Municipal Corporation

Address : Sardar Patel Bhavan, Danapith,

Name of work:- :- Regrade & Resurface of different Ward and different roads Dy.C.E.-1

of west zone of Ahmedabad (ARC TENDER).

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 :