A.R.C Tender for Construction of New Road Regrade and Resurface work at Different Wards and Hot Mix material Supply for Patch work at different wards of SWZ in AMC(Package-2)(Reinvite)

Name of Work :A.R.C Tender for Construction of New Road Regrade and Resurface work at Different

Wards and Hot Mix material Supply for Patch work at different wards of SWZ in

AMC(Package-2)(Reinvite)

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 GoGSoR 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

AMDAVAD MUNICIPAL CORPORATION

Name of Work :- A.R.C Tender for Construction of New Road Regrade and Resurface work at

Different Wards and Hot Mix material Supply for Patch work at different wards of SWZ in

AMC(Package-2)(Reinvite)

Sr. Item Rate Per Quantity Amount

1 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 3168.00 Hectare 5.00

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 per

2 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

b Dismantling tiled or stone floors laid in mortar

including stacking of serviceable material and

disposal of uservicalble material with all lead and 47.25 Smt 1000.00

c Demolition & disposal of unservisable material with

all lead and lift for unreinforeced/Lime concrete.

d Demolition of brick work & stone masonry

including stacking of serviceable materials and

disposal of unserviceable materials with all lead and lift 544.95 Cu.m 140.00

(1) In cement mortar.

e Demolition including stacking of serviceable

materials and disposal of unserviceable materials

with all lead and lift. (I) R.C.C work. 1047.38 Cu.m 50.00

3 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.

Ahmedabad Municipal Corporation

with stacking the material as directed.

a up to 0.20 meter thickness (By Manual)

b 0.20 to 0.30 meter (By any type of Breaker Machine or

R.C.C.Cutter machine including cost of operator, fuel, 177.76 Smt 1000.00

& transportation etc complete.

c 0.30 meter & above (By any type of Breaker Machine

or R.C.C.Cutter machine including cost of operator, 311.08 Smt 500.00

fuel, & transportation etc complete.

4 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 79.99 Rmt 500.00

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)

5 Providing and erecting 2.00 metre high

temporary barricading at site; made of 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

ofbaricadding 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. 1064.35 Rmt 200.00

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 extensions.(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 of the work).

Ahmedabad Municipal Corporation

6 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, lubricant charges etc

7 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 89.04 Smt 7500.00

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.)

8 Box cutting the road surfaceto proper slope and camber

for making a base for road work or Excavation for all

kinds of soil Earthwork in excavation for all kind of soil

by any means including getting out the excavated soil,

sorting and stacking of useful material, dressing of 261.73 Cmt. 5500.00

the sides, ramming of bottom, and disposal of

surplus excavated earth for upto 200 Mt.lead area and

lift any Depth etc complete as directed by engineer-

in-charge. (Law garden rate inculdingLabourcess)

9 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 road side slope 205.35 Cmt. 5000.00

as directed upto 50Mt.lead. (EXECUTED WITH

10 Providing and supplying JCB machine on rental

basis in case of emergency situation and breakdown

type work and also during unavoidable condition as

per instruction of engg. Incharge, rate includes all

nece. Shifting, fuel and operating charges and 533.28 Hour 100.00

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)

11 To provide tractor with hydraulic trolley, driver with

fuel, to carry out different works during day / night

for Hrs. shift. Work shall be carried out as per the 1661.02 Shift 50.00

instructions of engineer in-charge. No extra charged

shall be paid for night shift.

12 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.

a a) Lead up to 1 Km. 46.83 Cmt 100.00

b b) Lead From 1Km to 2 Km. 60.69 Cmt 200.00

c c) Lead From 2 Km to 3 Km. 74.49 Cmt 1000.00

d d) Lead From 3 Km to 4 Km. 87.72 Cmt 3500.00

e e) Lead From 4 Km to 5 Km. 100.44 Cmt 6500.00

f f) Lead From 5 Km to 10 Km. 146.74 Cmt 4000.00

g g) Lead From 10 Km to 15 Km. 187.74 Cmt 500.00

Ahmedabad Municipal Corporation

h h) Lead From 15 Km to 25 Km. 224.99 Cmt 500.00

13 Supplying of graded hand broken stone size of

mm to 127 mm at site (Rubble or Spoul) 983.93 Cmt 400.00

14 Labour charges for spreading the spouls 127 mm thick

layer good earth filling in voids correcting the grade

& camber comp. with rolling, watering, incl. 26.79 Smt 1500.00

preparing the surface by brushing for removing all loose

or dirtsect.comp.

15 Supply of graded machine cut black trap stone

aggregate (metal) of Sevaliya / Timbaor equivalent

quality metal of size 25 mm to 40 mm. 981.25 Cmt 100.00

16 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. persq.m. of size 18 mm passing in 9.5 mm

retain rolling with 10 tonne roller etc. comp.

17 Rolling of Earth Work in layers with power roller

including spreading of earthwork and filling in

depressions which occurs during the process. 13.27 Cmt 4500.00

18 Watering of Earth as Directed. 8.99 Cmt 4500.00

19 Collecting carting, stacking , spreading and levelling

coarse sand in 150 mm thick compacted layer

including watering up to OMC ,rolling and 890.99 Cmt 500.00

consolidation with power roller etc complete as

20 Earthwork for embankment including breaking clods,

dressing with all lead and lift (excluding watering and 249.07 Cmt 5000.00

consolidation) From Borrow area with all lead and lifts.

21 Construction of granular Sub base by providing

coarse graded material , 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.

a (A) Production & Supply of GSB (Natural)

b (B) Laying of GSB (Natural)

22 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.(Approved Rate )

a Production & Supply of GSB (Crusher Run) 1763.00 Cmt 4500.00

b Laying of GSB (Crusher Run) 30.00 Cmt 4500.00

Ahmedabad Municipal Corporation

23 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

desired density as per Codal Provision.

a Production & Supply of WMM 1975.00 cmt 8000.00

b Laying of WMM 35.00 cmt 8000.00

24 Providing and applying primer coat with cationic

bitumen emulsion SS1 grade conforming to ASTM

GRADE on prepared surface of wet mix macadam

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 39.75 Smt 20000.00

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.

25 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 9.74 Smt 70000.00

cleaned with Air Compressor etc complete. For

26 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 minimun binder

content of 4.5%. .

b Producton of DBM as above (GRADE - II) VG-30

c Carting of DBM from Plant to Paver Site

d Only Laying of DBM using hydrostatic paver finisher

with sensor control to the required grade, level and

alignment, rolling with smooth wheeled, vibratory and 275.00 MT 9000.00

tandem rollers to achieve the desired compaction as per

tender specification in all respects.

Ahmedabad Municipal Corporation

27 Bituminous Concrete (Providing, Carting and laying

of bituminous concrete with 100-120 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.

% 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%.

Producton of BC as Above. VG-30 GRADE-I 3197.00 MT 500.00

Carting of BC from Plant to Paver Site. 139.00 MT 500.00

Only Laying of BC using hydrostatic paver finisher

with sensor control to the required grade, level and

alignment, rolling with smooth wheeled, vibratory and 275.00 MT 500.00

tandem rollers to achieve the desired compaction as

per tender specification complete in all respects.

Extra rate for usage of Polymer Modified

Bitumen (PMB 76E-10) in Bituminous Concrete 2383.44 MT 50.00

28 Bituminous Concrete (Providing, Carting and laying

of bituminous concrete with 100-120 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.

% 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%. .

b Producton of BC as Above. VG-30 GRADE-II

c Carting of BC from Plant to Paver Site.

d Only Laying of BC using hydrostatic paver finisher

with sensor control to the required grade, level and

alignment, rolling with smooth wheeled, vibratory and 275.00 MT 6500.00

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 Concrete 2475.11 MT 500.00

Ahmedabad Municipal Corporation

29 Providing and laying Asphalt painting on B.T. surface

immediately after laying work complete with all

respect, using bitumen VG-30/40 @ rate of 5 kg/10 smt

by Mechanical sprayer and spreading the stone dust on 24.16 SMT 38000.00

prepared surface at the rate of 0.03 cum/10 smt. and

rolling with smooth wheeled and penumatic roller and

brushing etc. comp..

30 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: 4011.66 Cum 200.00

5 -fine sand)(B) Conventional.

31 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 174.83 Sqm 250.00

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

32 Ready mix concreteProviding 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

b Concrete of M 20 grade

c Concrete of M 25 grade

d Concrete of M 30 grade

Construction of bullnose by providing and laying M-20

grade of concrete with fixing nominal steel as per 4883.04 Cmt 25.00

approved drawing. Cost shall be inclusive of

formwork, asphalt cutting, transportation.

34 Providing TMT Bar FE 500D reinforcement for

R.C.C. work including bending, binding and placing

in position complete upto floor two level 76.21 Kg 200.00

35 Providing formwork of ordinary timber planking so

as to give a rough finish including centering

shuttering strutting and propping etc. Height of

propping and centering below supporting floor to

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.

Ahmedabad Municipal Corporation

36 Structural steel work - Fabrication

works - with paint 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.( incudingCess )

37 Providing and fixing FRC Heavy Duty (HD35) Man

hole cover with frame 600mm x 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 3223.16 No 500.00

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.

38 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 71.10 per Kg 15000.00

in C.C. 1:2:4 and finishing smooth, watering and

protecting for 7 days etc. complete as per

instruction by engg. in charge.

39 Providing F.R.C. MH ,CP seat cover incl. carting to

the work site etc. comp. Directed.

a F.R.C. Strom Water Grating Set:- Grating(Jali): 740 x

740 x 90mm square jali, 20:00 MT load design,

90x2mm MS flat allround, Frame: 600 x 600mm clear

opening, outer size- 900 x 900 x 165 mm. On the upper

periphery of frame 25 x 3mm wide MS flat should be

well embded in concrete to protect the edges of frame

b F.R.C. Strom Water

Grating 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

Ahmedabad Municipal Corporation

concrete to protect the edges of frame.

c F.R.C. Heavy Duty [HD-20] MachineholeCovers only

for existing C.I. frames Cover: 610mm Ø & 75mm

thick circular cover, 20.00 MT load design, 2433.20 NO 200.00

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, 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 clear

opening, The dimension of frame and cover as per 1557.60 No 200.00

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

40 SET cover and frame) F.R.C. Heavy Duty [HD-20]

Machinehole Covers & Frames- 560mm Ø clear

opening, The dimension of frame and cover as per 2864.95 Set 50.00

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

41 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 store)

42 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 3110.80 No. 1000.00

prop M15 at bottom and 15 mm thick cement plaster

inside the catch pit in the proportion of CM (1:3) with

outjali etc. comp. as directed.

43 Catch Pit Jali Fixing P/F FRC catch pit jali with frame

600mm x 600mm clear opening etc. comp.. As

directed by Engineer-in-Charge and/or his authorized

representative.

a 20 MT Capacity

b 35 MT Capacity

44 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.

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

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

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

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

Ahmedabad Municipal Corporation

45 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 396.00 Nos. 100.00

existing chamber sheet cover, removing the debris

from chamber and carting the same as directed.

46 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, 6815.32 NOS. 500.00

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 brickwork.

47 Manufacturing,Testing,Supplying,Loading,Transporting

To Work Site, Unloading, Lowering In

Trenches, Laying And Jointing R.C.C., Np-4 Class

Pipes With socket and spigot joints as per IS 458-

2003 Including EPDM Rubber ring etc. comp. As

Directed by engineering in charge.

a) 300 mm internal diameter

b) 450 mm internal diameter

c) 600 mm internal diameter

d) 900 mm internal diameter

48 S.I.T.C. of (to level or slopes) reinforced concrete

including Excavation non- pressure pipes I.S. class

NP3 of the following internal diameter with collars and

butt ends prepared for collar joints including testing

of joints complete.

a 150mm Internal Dia

c 300mm Internal Dia

d 450mm Internal Dia

e 600mm Internal Dia

f 900mm Internal Dia

49 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

Ahmedabad Municipal Corporation

50 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-

connection Making/ Reparing Connection work for the

following dia. PVC pipe

52 Providing & laying approved make Double walled

corrugated pipes (DWC) of polyethylene(conforming to

IS 14930 II )with necessary connecting accessories of

same material at required depth in existing trench for

laying of cable, below ground / road surface for

enclosing cable (Includes labourcess)

a 50 mm outer dia

b 90 mm outer dia

c 160 mm outer dia

d 315 mm outer dia

53 Drilling the road without breaking the road surface

(Asphalt) for laying of cable for feeding power supply

by making up to following size of holes at both ends 514.09 Rmt 50.00

( B) Up to 150 mm bore dia (Includes labourcess)

54 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 DiaM.S.SteelHdpeCoatedSteps

Cm C/C At 35 Cm Staggered Masonary In

Cm1:5, Rcc Slab In Cc1:1.5:3 of thickness

C.M.,Including Cantering & Reinforcement

(Single jalli at 15 C.M. c/cbothway 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

Ahmedabad Municipal Corporation

flow) , M.H.Chamber (P.H.E.) SmallSize,

a 1.00 to 2.00 meter depth, (Slab at Ground level) (for

pipe dia<=230 mm)

b 2.00 to 3.00 meter depth, (Slab at below

mt.From G.L.)(for pipe dia 11395.54 No. 10.00

55 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

diaM.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) 10177.68 No. 50.00

b 2.00 to 3.00 meter depth, (Slab at below 0.6 mt. From

56 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.

a a)60*60*90 cm deep (suitable to 80 to 300 mm dia

b b)Foot rests for above chambers

c c)90*90*145 cm deep

(suitable to 350 to 600 mm dia pipes)

d d)Foot rests for above chambers

e e)Rates for providing Top cover only

e.1 1.For 60 * 60 cms size chamber

e.2 2.For 90*90 cms size chamber

Ahmedabad Municipal Corporation

57 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

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.

58 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 350.89 Rmt 200.00

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 Bedding

59 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 1061.61 Rmt 1000.00

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 mm high median kerb.

Ahmedabad Municipal Corporation

60 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 912.50 Rmt 6000.00

kerbs, angles and quadrant kerbs, droplet kerbs etc.

complete as per drawing. Kerb shall be fixed as

paper joint without any jointing material. However

cement mortar shall be provided at the backside of

kerb stone joint. (Sample must be approved) Cost of

excavation, cutting , base , side filling shall includes as

directed engineer - incharge in above item description

as per BOQ (b) 375 mm high Footpath kerb.

61 Providing & laying Mountable type Central Verge

including casting of Kerb of size 15.00 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

62 Supplying and fixing for central verge 230 mm L x

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 1376.75 Rmt 100.00

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

63 Labour work for fixing interlocking blocks / any kind of

pavement on up to 50 mm thick sand bedding,

levelling,watering and fixing in line & level as 69.64 Smt 200.00

well cleaning the site etc.comp. as directed

Ahmedabad Municipal Corporation

64 Providing and Laying of Rubber Moulded Paver Block

Grey/Coloured60 mm thick, M-35 Grade of any size ;

shape (Usually Uni-Paver Blocks) using black trap good

quality aggragate of 20 mm nominal size for footpath,

parking areas, service lanes and other areas as

mentioned in the drawing / instruction of engineer

in charge. Cost includes formworks using rubber

mould, Rate providing and laying paver blocks as

per required grading and specification. The paver

block shall be mechanically compacted. The work of

paving blocks shall be executed in line and level by

skill mason of flooring work only. It should be laid

in such a way that the no cutting of the paver

block to be necessary. if cutting of paver block

necessary then it should be cut by machine only and

carting. The finished surface of the paver block shall

have resonably good, plain finished. Paver blocks

shall be compacted and shall be relaid if necessary.

Gravel or such type of materials shall not be allowed for

production. Laying on 5 cms thick sand bedding.

65 Paver Block 60 mm thickProviding and laying

shot blasted Non - interlocking, Paver blocks of

specified thickness, size, grade of concrete and

colour machine made and blasting by automatic shot

blasting machine and high density of as per approved

sample of approved make for footpath, parking

areas, service lanes,cross over and other areas as

mentioned in the drawing. Including providing and

laying 50 mm thick averave bedding layer of coarse

sand below paver block as per required grading and

specification. Laid paver block shall be mechanically

compacted. The work of the paving blocks shall be

executed in line and level by skilled mason of flooring

work only. Small size of paver block with same

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

be laid in such a way that the no cutting of the paver

block to be necessary. If cutting of paver block shall be

required , than cut by machine only and laying to be

done by skilled flooring mason. The finished surface of

the paver block shall have coarse sand Texture Finish.

Pave blocks shall be compacted and shall be re-laid if

necessary. Actual laid area shall be measured and

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

grade Grey Paver block of size 200mm x 200mm.

Ahmedabad Municipal Corporation

66 Paver Block 80 mm thickProviding 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 1150.59 Smt 400.00

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

67 Providing and laying cement concrete tactile

flag stone (for vision impaired 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 1187.05 Smt 500.00

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.

68 Transplantation of

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.

a Girth of trees upto 150cm. 10273.37 No 200.00

b Girth of trees beyond 150cm 22866.10 No 50.00

Ahmedabad Municipal Corporation

69 Soil Filling for

Gardening/Plantation 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:

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.

70 Providing and fixing Tree Guard with grey exposed

finish in grade M-20 with nominal steel and wall

thickness of 100mm.

a Outer Size 700X700

b Outer Size 900X900

71 HUME PIPE FOR TREE PITProviding 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 4291.40 RMT 50.00

drawing and as directed by engineer in charge. Rate

shall be inclusive of material, labour for cutting,

excavation, placing in position etc complete.

72 FRP TREE PIT

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 8188.60 No 400.00

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

73 Pre-cast concrete

kerbProviding & 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 kerbetc) as per drawing. Precast kerb shall

be protected with good quality plastic 13844.16 Cmt 200.00

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.

Ahmedabad Municipal Corporation

74 MS Cylindrical Bollard/

delineators 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 182.35 kg 500.00

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.

75 Pre cast Cylindrical

Bollard 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).

Ahmedabad Municipal Corporation

76 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).

a RCC 300mm dia and 650mm height Cylindrical

b RCC 900mm height and 250x250mm Bottom and

77 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 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 liminancecoefficinet

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

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

service life during the day time. The marking

should meet the performance criteria for night

time reflectivity, wet reflectivity and skid

resistance as mentioned in the section-15 of IRC

35-2015. Warranty for the Retro reflectivity should be

Ahmedabad Municipal Corporation

78 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 (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 323.00 Nos. 3113.00

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 +/- 2mm 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 IRC35-2015 and as directed

by Engineer-in-charge.

79 Acrylic emulsion paint with primer

- Exterior grade 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.

80 Enamel Paint on

Metal Surfaces 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 139.08 Smt 1000.00

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.

Providing and fixing RCC M-25 bench of size 6038.00 Nos. 10.00

1500X450X100 mm, Height of 4500mm with

Kota as per drawing.

Ahmedabad Municipal Corporation

82 Reuse of Milling Material for selected fill in Road

works including loading of milling material from stock

pile, carting up to lead of 15 Km form disposal site, 240.30 Cmt 1000.00

unloading, spreading and grading to required line

and levels but excluding rolling and watering.

83 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 907.00 Rmt 100.00

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

mm thick M-25 grade Grey dished curved channel

Make VYARA or Equivalent

84 Supplying F.R.P. catchpit cover along with frames 35T

from central store as clear opening size 600 mm X

mm, cover size 690 mmX690mm X50 mm height,

frame size 820mm X820 mmX 110 mm height, granite

finish in colour, uv resistant, density 2.2, specific

gravity-1.11, resin-polyster resin etc. as per the approval

of engineer-in-charge. Rate as per central store

approved tender rate

85 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. In all

sorts of soil and soft murrum.

Excavation upto 1.5 mt

a) In all sort of soil and soft murrum 84.10 Cu.M 800.00

b) Un hard muuruum,boulders including macadam road 127.56 Cu.M 500.00

Excavation upto 1.5 mt 3.0 mt depth

a) In all sort of soil and soft murrum 92.60 Cu.M 500.00

b) Un hard muuruum,boulders including macadam road 138.95 Cu.M 200.00

Total Amount Rs.

Total Amount Rs.

* 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.

Seal and Signature of the Bidder Add.City Engineer (South westzone)

Date: Amdavad Municipal Corporation

Ahmedabad Municipal Corporation

FINANCIAL BID FORM

To : The DY.Municipal Commissioner,

South West Zone

Address : Late Shri TusharDeshmukhBhavan,

Oppkarnvaticlub,NrShalby Hospital,

Corporate Road,Jodhpur,

Ahmedabad – 380

Name of work:- :- A.R.C Tender for Construction of New Road Regrade and Resurface work at

Different Wards and Hot Mix material Supply for Patch work at different wards of

SWZ in AMC(Package-2)(Reinvite)

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 :