Regrade and Resurface work of different roads in Ranip ward West Zone of AMC (ARC tender).

Name of work: Regrade and Resurface work of different roads in Ranip ward

West Zone of AMC (ARC).

Ahmedabad Municipal Corporation

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 and Resurface work of different roads in Ranip ward West Zone of AMC (ARC).

It. figures Amount

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

1 100 Hectare 3168

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 per specification.

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 1000 Rmt 8

Dismantling tiled or stone floors laid in mortar including stacking of

b serviceable material and disposal of uservicalble material with all 600 Smt 47.25

lead and lifts. SOR 23-24 IT CD NO:20005

c Demolition & disposal of unservisable material with all lead and lift 500 Cmt 603.23

for unreinforeced concrete. SOR 23-24 IT CD NO:20001B

Demolition of brick work & stone masonry including stacking of

d serviceable materials and disposal of unserviceable materials with 500 Cmt 544.95

all lead and lift (1) In cement mortar. SOR 23-24 IT CD NO:20003B

Demolition including stacking of serviceable materials and disposal

e of unserviceable materials with all lead and lift. (I) R.C.C work. 500 Cmt 1047.38

SOR 23-24 IT CD NO:20002

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

pavement / RCC of thickness up to 0.20 meter including demolishing

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

with stacking the material as directed. (Based on Previously

approved rate by C E sir )

a up to 0.20 meter thickness (By Manual) 9000 Smt 71.1

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

b machine including cost of operator, fuel, & transportation etc 7000 Smt 177.76

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

c R.C.C.Cutter machine including cost of operator, fuel, & 5000 Smt 311.08

transportation etc complete.

Ahmedabad Municipal Corporation

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

4 cautionary board etc. Item also includes for making temporary 10000 Rmt 79.99

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

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 complete.

Milling the existing bituminous pavement for a depth more than

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

6 material to an approved dumping yard (within 12 km lead) including 110000 Smt 89.04

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

Box cutting the road surface to proper slope and camber for making

7 a base for road work including removing the excavated stuff and 50000 Cmt 205.35

depositing on the road side slope as directed upto 200 Mt.lead

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

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

8 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. 2000 Cmt 23.38

b b) Lead From 1Km to 2 Km. 2500 Cmt 30.94

c c) Lead From 2 Km to 3 Km. 5066.84 Cmt 38.37

d d) Lead From 3 Km to 4 Km. 4600 Cmt 45.52

e e) Lead From 4 Km to 5 Km. 5000 Cmt 52.42

f f) Lead From 5 Km to 10 Km. 40000 Cmt 78.54

g g) Lead From 10 Km to 15 Km. 2000 Cmt 104.65

9 Supplying of graded hand broken stone size of 90 mm to 127 mm at 100 Cmt 983.93

site (Rubble or Spoul)

Labour charges for spreading the spouls 127 mm 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

11 Sevaliya / Timba or equivalent quality metal of size 25 mm to 40 100 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. &

12 Providing & spreading the key black trap aggregate of good quality 500 Smt 158.39

on top at the rate of 0.013 cmt. per sq.m. of size 18 mm passing in

9.5 mm retain rolling with 10 tonne roller etc. comp. as directed.

Ahmedabad Municipal Corporation

Supplying and Spreading good quality coarse sand free from

13 Impurities including Transporation to Site and labour cost for 20000 Cmt 312.5

Spreading etc. Comp. as directed.( Approved AMC rate)

Rolling of Earth Work in layers with power roller including spreading

14 of earthwork and filling in depressions which occurs during the 50000 Cmt 13.27

process. SOR 23-24 IT NO 26002A

15 Watering of Earth as Directed. SOR 23-24 IT NO 26003 100 Cmt 8.99

Collecting carting, stacking , spreading and levelling coarse sand in

150 mm thick compacted layer including watering up to OMC 500 Cmt 890.99

,rolling and consolidation with power roller etc complete as directed.

Earthwork for embankment including breaking clods, dressing with

17 all lead and lift. From Borrow area with all lead and lifts. (Including 4500 Cmt 265

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

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 0 Cmt 1,793.00

18 vibratory roller to achieve the desired density, complete as per

tender specification. For all grade.

Production & Supply of GSB (Crusher Run) RA-3A 19,400.00 Cmt 1,763.00

Laying of GSB (Crusher Run) RA-3B 19,400.00 Cmt 30

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

19 mixed Material by tipper to site, laying in uniform layers in sub- base 0 cmt 2,010.00

/ base course on well prepared surface and compacting with

vibratory roller to achieve the desired density as per Codal

Production & Supply of WMM 33,000.00 Cmt 1,975.00

Laying of WMM 33,000.00 Cmt 35

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.

20 The primer shall be sprayed uniformly at the rate of 0.70-1.0 kg/sqm. 1,01,000.00 Smt 39.75

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

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. For D.B.M. or B.C.

Ahmedabad Municipal Corporation

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%.

Producton of DBM as above (GRADE - II) 16,100.00 MT 2,877.00

Carting of DBM from Plant to Paver Site 16,100.00 MT 139

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.

Ahmedabad Municipal Corporation

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.

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

propelled paving machine equipped with an electronic sensing

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

tonne static weight or vibratory roller or with a pneumatic tyre roller

of 12 to 15 tonne weight to achieve the desired compaction as per

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

Note:- In case the minimum binder content is reduced

proportionately to achieve the optimum binder content, then the

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

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

binder content will be more than specified minimun binder content of

Producton of BC as Above. 21,100.00 MT 3,247.00

Carting of BC from Plant to Paver Site. 21,100.00 MT 139

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.

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 penumatic roller

and brushing etc. comp.

Ahmedabad Municipal Corporation

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 per

26 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

a (A) up to 0.15 mt. (@ Two Coarse) 620.00 Nos. 728.82

b (B) up to 0.35mt. (@ Four Coarse) 800.00 Nos. 1,155.44

c (C) up to 0.65 mt. (@ Seven Coarse) 100.00 Nos. 1,786.49

d (D) up to 0.90 mt. (@ Ten Coarse ) 50.00 Nos. 2,150.90

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 directed.

Ahmedabad Municipal Corporation

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 included necessary plaster at inside of manhole

in 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

29 stuff including upto all required lead cleaning the site etc. Complete

for all leads and strata as specified.

Excavation upto 1.5mt depth

a) In all sorts of soil and soft murrum 1200 Cmt 84.1

b) In hard murrum, boulders including macadam road 1200 Cmt 127.56

Excavation upto 1.5 to 3.0mt depth

a) In all sorts of soil and soft murrum 500 Cmt 92.6

b) In hard murrum, boulders including macadam road 500 Cmt 139.85

Providing bedding including ramming, watering , levelling,

30 consolidating etc complete as per standards and instruction of

engineer in charge

a) As above with selected excavated earth available near site 1000 Cmt 60

b) As above with murrum brought from outside including all lead 500 Cmt 176

As above with required quality sand brought from outside including

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

31 458:1989) 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

Ahmedabad Municipal Corporation

labour giving hydraulic testing and all necessary testing as per IS

code (RCC pipe Horizontal cast)

a) 300 mm internal diameter 5000 Rmt 888.37

b) 450 mm internal diameter 600 Rmt 1,539.32

c) 600 mm internal diameter 600 Rmt 2,212.85

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

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

by Engineer-in-charge.

a 15mm (IT CD NO 23061) 150 Rmt 71.93

b 25 mm (IT CD NO 23062) 100 Rmt 90.93

c 40 mm (IT CD NO 23064) 150 Rmt 146.65

d 50 mm (IT CD NO 23065) 150 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

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

revision) including labour work for lowering, laying, joiting with

cement mortar (1:1) proportion, proper postion, grade and alignment

and all level as directed by engineer in charge including store to site

of work jointing material etc complete

a 100 mm dia (IT CD NO 24001AA) 50 Rmt 211.05

b 150 mm dia (IT CD NO 24001BA) 50 Rmt 288.23

c 230 mm dia 500 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 CODE: 06001AA

Providing15mm thick cement plaster in single coat on Rough

(Similar) side of single or half brickwalls for interior plastering upto

35 floor two level and finished even and smooth in (i) Cement mortar

1:3 (1-cement:3-sand)

SOR 23-24 IT CD NO :17002A

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

36 comp. Directed. (Based on rate of central store circular 01/2021-22,

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 be fitted with plastic cups.

Ahmedabad Municipal Corporation

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

37 finishing smooth, watering and protecting for 7 days etc. complete 70 Nos. 746.59

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

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 per instruction by engg. in

Constructing Bombay Pattern Type Catch Pit of size 0.60 x

depth up to 1 mt including excavation, B.B.C.C. (1:5:10), 23 cms

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

flooring in the prop M15 at bottom and 15 mm thick cement plaster

inside the catch pit in the proportion of CM (1:3) with out jali etc.

comp. as directed.

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

40 600mm x 600mm clear opening etc. comp.. As directed by engineer 400 Nos. 1,377.64

Supplying and fixing of 380 mm H x 300 mm L x 200 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,

41 fixing the Kerb stones in line and level on 5 cm thick sand bedding 2000 Rmt 431.96

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

Supplying and fixing of 300 mm-L x 150 mm-B x 380 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,

42 fixing the Kerb stones in line and level on 5 cm thick sand bedding 1,000.00 Rmt 350.89

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

Ahmedabad Municipal Corporation

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 high median

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, angles and 5000 Rmt 912.5

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.

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 100 Rmt 376.43

45 excavation for fixing in proper line and level,filling the joint with C:M

1:3 (1cement:3fine sand) etc complete.

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 type of materials shall not be allowed for production.

Ahmedabad Municipal Corporation

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. Laying on 5cms thick sand beddding.

Providing and laying of interlocking grey paver blocks of high density

80mm thick made from M-40 grade concrete using 6 mm to 20 mm

machine 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

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

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

49 executed in line and level by skilled mason of flooring work only. 9000 Smt 669.65

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

Paver Block Providing and laying shot blasted Non - interlocking,

50 Paver blocks of specified thickness, size, grade of concrete and 500 Smt 758.93

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

mm thick averave bedding layer of coarse sand below paver block

as per required grading and specification. Laid paver block shall be

mechanically compacted. The work of the paving blocks shall be

executed in line and level by skilled mason of flooring work only.

Small size of paver block with same specification shall be used at

residue or at end. It should be laid in such a way that the no cutting

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

required , than cut by machine only and laying to be done by skilled

flooring mason. The finished surface of the paver block shall have

coarse sand Texture Finish. Pave blocks shall be compacted and

shall be re-laid if necessary. Actual laid area shall be measured and

paid without any wastage. (A) 80 mm thick M-35 grade Grey Paver

block of size 200mm x 200mm.

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 directed by engineer in charge.

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

sand : 10- graded brick bat aggregates 40mm nominal size) and 700 Cmt 2,492.51

52 curing complete.

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 500 Cmt 4,006.15

53 curing complete.

SOR 23-24 IT NO :05005A

Ahmedabad Municipal Corporation

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

54 patta. The white color marking should provide liminance coefficinet

on cement road shall be min 130 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

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 at room temperature. The

logo of the manufacturer shall be embossed on either side of the

55 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 90 Cm square, with fully reflective

micro prismatic cube corners as its retro-reflective elements as per

IRC 67 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

56 reflectorising glass beads @ 250gms per sqm area, thickness of 450 Nos. 510.62

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, Lettering.

Cat Eye / Road Stud / RPM: Supplying of Molded Twin Shanks

57 Raised Pavement Markers made of polycarbonate and ABS 3,500.00 Nos. 323

moulded body and reflective panels with micro prismatic lens

Ahmedabad Municipal Corporation

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 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 +/- 2 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.

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 all shades on new plastered concrete

Painting lines, deashes, arrows, letters etc on roads, Air fields and

like in two coats with road marking paint, brushing including cleaning 1000 Smt 121.91

59 the surface of all dirt, dust and other foreign latter. (i)

Over 10cm in width

SOR 23-24 IT CODE: 19025A

Painting lines, deashes, arrows, letters etc on roads, Air fields and

like in two coats with road marking paint, brushing including cleaning

60 the surface of all dirt, dust and other foreign matter. (ii) Upto 10 cm

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 90 x

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

61 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 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 Reflective

sheeting SOR 2324 IT CODE:26092B

Supplying And Fixing Jumbo bollard swiss type Made out of

cm crc sheet height 188 cms. Bottom dia 30 cms. Top dia

62 18cm. With direction plate of 45cm dia. Fabricated as per 100 Nos. 6463.35

attached drawing, pre treated with phospheting process painted

with apoxy coating reflectorised with retro reflective

Ahmedabad Municipal Corporation

sheetings specified by M.O.R.T & H.'s latest specification.(B) High

Intensity Grade.

RETRO –REFLECTORISEED TRAFFIC SIGN Regulatory /

Mandatory Sign :-Providing and fixing sign boards made out of 2mm

aluminium sheet / 4mm ACP (Aluminum composite Panel); size

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. 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 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

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

from suitable size iron angle of 35 x 35 x 3mm; painted with 0 Nos. 3951.1

64 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 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 Reflective sheeting.

SOR 23-24 IT CD NO :26093B

Ahmedabad Municipal Corporation

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 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 15 Nos. 3630

65 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

SOR 23-24 IT CODE:26102C

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

required and frame fabricated from suitable size iron angle of 35 x

66 35 x 3mm; painted with bestquality epoxy coatings in black and 20 Nos. 5027

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 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 23-24 IT NO:26097c

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

67 pipe of 25 NB for the strenthing of bollard and reflectorised 25 Nos. 3696

Micro Prismatic Grade Sheet (Type XI)and three yellow

strip 6 Inches wide of Type XI Retro reflective Sheeting, fixing

with P.C.C M25 grade concrete(Foundation size

Direction (Junction) Sign :-Providing and fixing sign boards made out

68 of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); 20 Nos. 21076.7

size 244x122 cms. rectangular as per design

Ahmedabad Municipal Corporation

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 75 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 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 Reflective sheeting

SOR 23-24 IT CODE 26098B

Providing TMT Bar FE500D reinforcement for R.C.C. Work including 500 Kg 75.46

69 bending,binding and placing in position complete upto floor two level

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,

70 vibrating, ramming and curing complete.(B) Walls, fom top of 50 Cmt 4399.29

foundation level upto floor two level (upto 10ton). SOR 23-24 IT

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, driver etc complete as directed.

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

72 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.

b Size : 1' x 1'(40 to 50 mm thick) 120 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 shall be carried out as per IS:800, IS:816

Labour work for fixing interlocking blocks / any kind of pavement on

74 up to 50 mm th sand bedding, levelling, watering and fixing in line & 1000 Smt 68.64

level as well cleaning the site etc.comp. as directed.

Ahmedabad Municipal Corporation

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 place of

work also rolling with 8 ‐ 10 tonnes 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.

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 300 mm X 100 mm

thick M-25 grade Grey dished curved channel Make VYARA or

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

including supply of all

C - Channel Bench :- Providing and fixing C - Channel Bench made

out of ISMC 200 and 0.9m height fixing with 8mm thick base plate

78 and seat. WPC plank (1.3 x 0.3 m), As per attached drawing 10 Nos. 7990

including , bolt , painting , fixing , hardware and labour etc.complete

& instructed by in charge Consultant.

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

20 with nominal steel and wall thickness of 100mm. (Approved

Extra Item Rate)

a Outer Size 700X700 1500 NO 794.64

b Outer Size 900X900 900 NO 1121

Ahmedabad Municipal Corporation

FRP TREE PIT COVER Providing and fixingsolid tree pit cover

around the tree pit, made of FRP ofsize havingapproximate

1200mm outerdia and 750mm inner diaand 40mm thickness

80 withfixing arrangementwith basestructure ofapproved make and 5 No 8188.6

shade, asper designintent includingfixing asper drawing etc.

complete asdirected byEngineer in charge. Sample and mock-

up shallbe approved by architect before execution. Garden Rate)

* 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 and Resurface work of different roads in Ranip ward West

Zone of AMC (ARC).

1. Having examined the site of works and Bid Documents, comprising Instructions to Bidders, Scope of

works, Conditions of Contract, Technical Specifications, Bill of Quantities I/we, the undersigned offer

to execute and complete such works and remedy any defects therein in conformity with the said bid

documents for the sum of Rs. _________ (Rupees _______________________________________) or

such other sum as may be ascertained in accordance with the said Bid documents.

2. We undertake, if our Bid is accepted, to commence the work within Fifteen (15) days of receipt of the

order to commence, and to complete and deliver the sections and whole of the works comprised in the

Contract within the period stated in the bid hereto.

3. If our Bid is accepted, we will furnish Performance Security (ies) in the form of a Bank Guarantee to be

jointly and severally bound on us, in accordance with the Conditions of Contract.

4. We agree to abide by this Bid for the period of One Hundred & Eighty (180) days from the last date

fixed for Bid Submission and it shall remain binding upon us and may be accepted at any time before

the expiry of that period.

5. We confirm our agreement to treat the Bid documents and other records connected with the works as

secret and confidential documents and shall not communicate information contained therein to any

person other than the person authorised by the

Employer or use such information in any manner prejudicial to the safety and integrity of the works.

6. Unless and until an agreement is prepared and executed, this Bid, together with your written acceptance

thereof, shall constitute a binding Contract between us, but without prejudice to your right to withdraw

such acceptance without assigning any reasons thereof.

7. We understand that you are not bound to accept the lowest or any bid you may receive.

We attach herewith proof of submission of income tax returns along with profit & loss statement

attached with tax returns.

Yours faithfully,

Authorised Signature :