Development of different Modal Roads in Various zones of Road Project in Amdavad Municipal Corporation.

Name of Work :- Development of different Modal Roads in Various zones of Road

Project in Amdavad Municipal Corporation.

BILL OF QUANTITES

INSTRUCTION TO TENDERERS

1.0 The Bill of quantities shall be read in conjunction with the Instructions to Bidders, Conditions of

Contract, Scope of Work, and Specifications.

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 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 figures quoted in financial bid should be covered with a transparent adhesive tape.

AHMEDABAD MUNICIPAL CORPORATION

NameofWork:-DevelopmentofdifferentModalRoadsinVariouszonesofRoadProjectinAmdavadMunicipalCorporation.

Quantity Unit ItemDescription Amount Ratereference

1 24198.00 Rmt Removal of existing kerb stones of any type, any size, any 8.00 193584.00 AMC approve

thickness in required depth including removing kerb with rate

base PCC including excavation etc under the supervision

of concerned department, disposal unserviceable material

with all lifts and up to any lead at non objectional place

and stacking the serviceable material (paver) upto AMC

store including loading, unloading as directed by Engineer-

2 14500.00 Smt Dismantling tiled or stone floors laid in mortar including 47.25 685125.00 AMC approve

stacking of serviceable material and disposal of rate

unserviceable material with all lead and lifts.

3 2000.00 Cmt Demolition & disposal of unservisable material with all lead 603.23 1206460.00 AMC approve

and lift for unreinforeced concrete. rate

4 1200.00 Cmt Demolition including stacking of serviceable materials and 1047.38 1256856.00 AMC approve

disposal of unserviceable materials with all lead and lift. (I) rate

5 2150.00 Cmt Demolition including stacking of serviceable materials and 544.95 1171642.50 R&B SOR

disposal of unserviceable materials with all lead and lift. itemno:

(I)Masonary or stone masonary work 20003B

6 3923.00 Rmt Dismantling / removing any type of pipe line for sewer or 88.00 345224.00 Ashram road

storm water approve rate

above 300mm dia upto any depth including excavtion,

removing of pipe, back filling, watering, compaction,

including tools, plants and scaffolding wherever

necessary, sorting the dismantled material, disposal of

unserviceable material and stacking the serviceable

material with all lifts and leads as directed by engineer in

7 3923.00 Rmt Dismantling/ removing any type of watersupply pipe line 74.03 290419.69 R&B SOR

any diameter and depth including excavtion, removing of itemno:

pipe, back filling, watering, compaction, including tools,

plants and scaffolding wherever necessary, sorting the

dismantled material, disposal of unserviceable material

and stacking the serviceable material with all lifts and

leads as directed by engineer in charge.

8 2000.00 Kg Dismentling steel work including distempering and 3.63 7260.00 R&B SOR

stacking the materials with all lead and lift. itemno:

9 250.00 Cmt Dismantling of existing RCC/ BITUMEN work of any grade 1047.38 261845.00 AMC approve

in any type of elements by mechanical or manual means rate

including cutting reinforcement, including tools, plants and

scaffolding wherever necessary, sorting the dismantled

material, disposal of unserviceable material and stacking

the serviceable material with all lifts and leads As directed

by engineer in charge. All dismentalled material is property

SOR 23-24 IT CD NO:20002

10 250.00 Cmt Dismantling of existing brick work in building, 544.95 136237.50 R&B SOR

compound wall and other structure in any thickness, with itemno:

or without plastered or any type of wall lining work in any 20003B

type of mortar including tools, plants and scaffolding

wherever necessary, sorting the dismantled material,

disposal of unserviceable material and stacking the

serviceable material with all lifts and leads as

directed by engineer in charge. SOR 23-24 IT CD

11 10.00 MT Removing the existing all type structural steel work 8705.36 R&B SOR

including stacking serviceable material with all lead and lift 870.54 itemno:

as directed by engineer in charge.Excluding dismembering 20003B

12 1500.00 Rmt Repairing of extisting utility service line if requird and as 3822.73 5734095.00 Ashram road

directed by engineer in charge. Rate inclusive of checking approve rate

where leakage/ demage appeare, cutting of pipe,

changing of pipeline including necessary fixtures, jointing

pipe line with maintaining existing slope of line, making

good etc complete upto any depth for any type of water

supply line upto 150mm dia. Excavation, back filling and

other necessary civil items shall be paid in relevant item.

13 1500.00 Rmt Repairing of extisting utility service line if requird and as 7160.17 10740255.00 Ashram road

directed by engineer in charge. Rate inclusive of checking approve rate

where leakage/ demage appeare, cutting of pipe,

changing of pipeline including necessary fixtures, jointing

pipe line with maintaining existing slope of line, making

good etc complete upto any depth for any type of Sewar

pipe line upto 300mm dia. Excavation, back filling and

other necessary civil items shall be paid in relevant item.

14 50.00 Rmt Removing and refixing existing railing (upto 0.60 mt 81.77 4088.50 Ashram road

height) as a barricadding or diversion lane as per approve rate

requirement of project execution stage and as directed by

engineer in charge. Rate shall be inclusive of required

foundation and steel member for fixing of railing. After

completion of work, contractor shall dispose all material

related to railing/ barricading i.e. disposal of unserviceable

material with all lifts and up to any lead at non objectional

place and stacking the serviceable material (structural

elements) upto AMC store including loading, unloading as

directed byEngineer-in-charge

15 4500.00 Rmt Barricading the entire break down or excavated area on 79.99 359955.00 Ashram road

rental basis using wooden ballies / M.S.angles at max. approve rate

2.00 meter centre to centre, C.G.I. Sheet, reflective paint /

Board out side to avoid accident & for smooth traffic

diversion & movement including cautionary board etc. Item

also includes for making temporary sufficient nos of

lighting arrangement through out the work with necessary

required arrangement. ..The same shall be removed after

completion of work. (Only for break down work from start

16 139076.00 Smt Scarifying gravelled macadam or bitumen macadam 39.23 5455951.48 R&B SOR

surface 6 cm to 10 cm. depth including stacking useful Item code-

materials on road side and disposing off remaining stuff.

Scarifying of existing bituminous road surface (flexible

Pavement)by mechanical means upto required depth to

receive new tar road top layer i.e. seal coat and

bitumineous concrete including tools, plants, fuel, oil etc

and disposal of unserviceable material /debries leads As

directed by engineer in charge.

17 Conveyance charge of earth, lime, murrum, building

rubbish, manure, garbage, sludge, excavated rock, fly ash,

aggregates of any kind Including spreading & levelling etc.

17.1 4500.00 Cmt a) Lead up to 1 Km. 23.38 105210.00 AMC approve

17.2 4500.00 Cmt b) Lead From 1Km to 2 Km. 30.94 139230.00 AMC approve

17.3 9500.00 Cmt c) Lead From 2 Km to 3 Km. 38.37 364515.00 AMC approve

17.4 9500.00 Cmt d) Lead From 3 Km to 4 Km. 45.52 432440.00 AMC approve

17.5 21000.00 Cmt e) Lead From 4 Km to 5 Km. 52.42 1100820.00 AMC approve

17.6 32000.00 Cmt f) Lead From 5 Km to 10 Km. 78.54 2513280.00 AMC approve

17.7 4500.00 Cmt g) Lead From 10 Km to 15 Km. 104.65 470925.00 AMC approve

18 3462.00 Cmt Collecting carting, stacking , spreading and levelling 890.99 3084607.38 AMC approve

coarse sand in 200 mm thick compacted layer including rate

watering up to OMC ,rolling and consolidation with power

roller etc complete as directed.

19 136250.00 Smt Milling the existing bituminous pavement for a depth more 89.04 12131700.00 AMC approve

than 50 mm but up to 100 mm by milling machine in a rate

single cutting depth to make a uniform surface without

disturbing the base including diversion of traffic, removing

milled materials and disposal of milled material to an

approved dumping yard (within 12 km lead) including

loading and unloading, all leads and lift, fuel, lubricant

charges etc complete.(For every increase in 10mm milling

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

100mm milling depth on Rs.75.22.)

20 30248.00 Smt Milling the existing bituminous pavement up to a depth of 66.86 2022381.28 AMC approve

50 mm by milling machine in a single cutting depth, to rate

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.

21 28532.00 Cmt Granular Sub-Base Construction of granular Sub-base 1793.00 51157876.00 AMC approve

using crusher run, spreading in uniform layers with motor rate

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

21.1 3868.00 Cmt Production & Supply of GSB (Crusher Run) 1763.00 6819284.00 AMC approve

21.2 3868.00 Cmt Laying of GSB (Crusher Run) 30.00 116040.00 AMC approve

22 56518.00 Cmt Providing, laying, spreading and compacting graded stone 2010.00 113601180.00 AMC approve

aggregate to wet mix macadam specification including rate

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.

22.1 5652.00 Cmt Production & Supply of WMM 1975.00 11162700.00 AMC approve

22.2 5652.00 Cmt Laying of WMM 35.00 197820.00 AMC approve

23 145186.00 Cmt Rolling of Earth Work in layers with power roller including 13.27 1926618.22 AMC approve

spreading of earthwork and filling in depressions which rate

occurs during the process.

24 279600.00 Smt Providing and applying primer coat with cationic bitumen 39.75 11114100.00 AMC approve

emulsion SS1 grade conforming to ASTM GRADE on rate

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 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

25 279600.00 Sqm Providing & applying Tack coat with VG-30 Grade bitumen 9.74 2723304.00 AMC approve

using bitumen pressure distributor at the rate of 0.20-0.30 rate

kg/sqm on the existing bituminous surface cleaned with Air

Compressor etc complete. For D.B.M. or B.C.

31 5600.00 MT Dense Graded Bituminous Macadam (Providing, Carting 3107.00 17399200.00 AMC approve

and laying of dense bituminous macadam with 100-120 rate

TPH batch type HMP producing an average output of

tonnes per hour using crushed aggregates of specified

grading, premixed with bituminous binder VG-40 grade @

min 4.0% by weight of total mix, transporting the hot mix to

work site, laying with a self-propelled paving machine

equipped with an electronic sensing device to the required

grade, level and alignment, rolling with 8-10 tonne static

weight or vibratory roller or with a pneumatic tyre roller

of 12 to 15 tonne weight to achieve the desired

compaction as per approved design mix . for Grading-I

(37.5 mm nominal size) Note:- In case the minimum

binder content is reduced proportionately to achieve the

optimum binder content, then the amount/rate reduction

due to difference in binder content will be recovered from

the DBM item. Also no extra payment will be paid if the

binder content will be more than specified minimun binder

content of 4.0%.(Approved Rate )

31.1 MT Producton of DBM as above (GRADE -I ) VG-40 2693.00 0.00 AMC approve

31.2 MT Carting of DBM from Plant to Paver Site 139.00 0.00 AMC approve

31.3 MT Only Laying of DBM using hydrostatic paver finisher with 275.00 0.00 AMC approve

sensor control to the required grade, level and alignment, rate

rolling with smooth wheeled, vibratory and tandem rollers

to achieve the desired compaction as per tender

specification in all respects.

32 52026.00 MT Dense Graded Bituminous Macadam (Providing, Carting 3340.00 173766840.00 AMC approve

and laying of dense bituminous macadam with batch type rate

HMP producing an average output of 75 tonnes per hour

using crushed aggregates of specified grading, premixed

with bituminous binder VG-40 grade @ min 4.5% by

weight of total mix, transporting the hot mix to work site,

laying with a self-propelled paving machine equipped with

an electronic sensing device to the required grade, level

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

vibratory roller or with a pneumatic tyre roller of 12 to

tonne weight to achieve the desired compaction as per

approved design mix .for Grading- II. (26.5 mm nominal

size) As per Morth 5th Revision.

32.1 5204.00 MT production of DBM as above (GRADE - II) VG-40 15226904.00 AMC approve

32.2 5204.00 MT Carting of DBM from Plant to Paver Site 139.00 723356.00 AMC approve

32.3 5204.00 MT Only Laying of DBM using hydrostatic paver finisher with 275.00 1431100.00 AMC approve

sensor control to the required grade, level and alignment, rate

rolling with smooth wheeled, vibratory and tandem rollers

to achieve the desired compaction as per tender

specification in all respects.

33 500.00 MT Bituminous Concrete (Providing, Carting and laying of 3667.00

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-40 @ min. 5.2 % of mix,

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

propelled paving machine equipped with an electronic

sensing device to the required grade, level and alignment,

rolling with 8-10 tonne static weight or vibratory roller or

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

achieve the desired compaction as per approved design

mix. for Grading-I ( 19.0 mm nominal size )

Note:- In case the minimum binder content is reduced

proportionately to achieve the optimum binder content,

then the amount/rate reduction due to difference in

binder content will be recovered from the BC item. Also no

extra payment will be paid if the binder content will be

more than specified minimun binder content of

5.2%..(Approved Rate )

33.1 MT Producton of BC as Above. VG-40 GRADE-I

33.2 MT Carting of BC from Plant to Paver Site.

33.3 MT 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.

34 34482.00 MT Bituminous Concrete (Providing, Carting and laying of 3709.00 127893738.00 AMC approve

bituminous concrete with batch type hot mix plant rate

producing an average output of 75 tonnes per hour using

crushed aggregates of specified grading, premixed with

bituminous binder VG-40 @ min. 5.4 % of mix,

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

propelled paving machine equipped with an electronic

sensing device to the required grade, level and alignment,

rolling with 8-10 tonne static weight or vibratory roller or

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

achieve the desired compaction as per approved design

mix. for Grading-II (13.2 mm nominal size) As per Morth

34.1 3450.00 MT Production of BC as Above.VG-40 (Grade-II) 3295.00 11367750.00 AMC approve

34.2 3450.00 MT Carting of BC from Plant to Paver Site. 139.00 479550.00 AMC approve

34.3 3450.00 MT Only Laying of BC using hydrostatic paver finisher with 275.00 948750.00 AMC approve

sensor control to the required grade, level and alignment, rate

rolling with smooth wheeled, vibratory and tandem rollers

to achieve the desired compaction as per tender

specification complete in all respects.

35 287346.00 sqmt Providing and laying Asphalt painting on B.T.surface with 24.16 6942279.36 AMC approve

bitumen grade 60/70 (VG-30) @ rate of 5 kg/10 smt by rate

Mechanical sprayer and spreading the stone dust on

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

rolling with smooth wheeled and penumatic roller and

brushing etc. comp.

36 1210.00 No. Repairing damaged M.H. and rasing M.H. up to road level 721.60 873136.00 AMC approve

incl. removing damaged brick work and repairing by brick rate

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) up to

mt. (@ Two Coarse)

37 1210.00 No. Repairing damaged M.H. and rasing M.H. up to road level 1144.00 1384240.00 AMC approve

incl. removing damaged brick work and repairing by brick rate

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. (B) up to

0.35mt. (@ Four Coarse)

38 1210.00 No. Repairing damaged M.H. and rasing M.H. up to road level 1768.80 2140248.00 AMC approve

incl. removing damaged brick work and repairing by brick rate

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. (C) up to

mt. (@ Seven Coarse)

39 1210.00 No. Repairing damaged M.H. and rasing M.H. up to road level 2129.60 2576816.00 AMC approve

incl. removing damaged brick work and repairing by brick rate

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. (D) up to

mt. (@ Ten Coarse )

40 606.00 Nos. Repairing damaged I.C./ Raising removing damaged 396.00 239976.00 AMC approve

brick work and repairing by brick masonry in C.M. 1:5 and rate

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.

41 1174.00 NOS. Raising of Existing manhole. Item includes, cutting of 6815.32 8001185.68 AMC approve

existing road surround by Manhole by diamond cutter rate

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.

42 3026.00 Rmt Supplying and fixing reinforced concrete heavy duty non 1217.00 3682642.00 AMC approve

pressure pipes with collars for culverts including setting rate

and joining the pipes in C.M. 1:2 watering and laying (To

level of slops of I.S. 458 / 1971 Class NP4 of following

internal diameter..300 mm internal diameter

43 2118.00 Rmt Supplying and fixing reinforced concrete heavy duty non 2441.00 5170038.00 AMC approve

pressure pipes with collars for culverts including setting rate

and joining the pipes in C.M. 1:2 watering and laying (To

level of slops of I.S. 458 / 1971 Class NP4 of following

internal diameter..450 mm internal diameter

44 6050.00 Rmt Supplying and fixing reinforced concrete heavy duty non 3353.00 20285650.00 AMC approve

pressure pipes with collars for culverts including setting rate

and joining the pipes in C.M. 1:2 watering and laying (To

level of slops of I.S. 458 / 1971 Class NP4 of following

internal diameter. .600 mm internal diameter

45 3026.00 Rmt Supplying and fixing reinforced concrete heavy duty non 7435.00 22498310.00 AMC approve

pressure pipes with collars for culverts including setting rate

and joining the pipes in C.M. 1:2 watering and laying (To

level of slops of I.S. 458 / 1971 Class NP4 of following

internal diameter. .900 mm dia internal dia

46 18150.00 Rmt Providing & Supplying ISI Standard RCC pipes (of 857.12 15556728.00 AMC approve

sulphate resisting cement) in a standard lengths of rate

following class & dia meter suitable for socket-spigot type

including all taxes , insurance, transporation, freight

charges, octroi, inspection charges, loading, unloading,

conveyance to departmental stores, staking etc complete

(IS 458:1989) Class NP-3, test pressure 0.7/kg/sqcm.

Rate also includes supplying RCC collar for RCC pipes

including taxes, carting, loading, unloading, etc complete.

Including labour work for lowering, laying, jointing, RCC

pipes in CM 1:1 1/2 of following diameters in proper

position, grade and alignent at all as directed by engineer

in charge. inlcuding conveyance from store to site of work

labour giving hydraulic testing and all necessary testing as

per IS code (RCC pipe Horizontal cast)300 mm internal

47 3026.00 Rmt Providing & Supplying ISI Standard RCC pipes (of 1502.16 4545536.16 AMC approve

sulphate resisting cement) in a standard lengths of rate

following class & dia meter suitable for socket-spigot type

including all taxes , insurance, transporation, freight

charges, octroi, inspection charges, loading, unloading,

conveyance to departmental stores, staking etc complete

(IS 458:1989) Class NP-3, test pressure 0.7/kg/sqcm.

Rate also includes supplying RCC collar for RCC pipes

including taxes, carting, loading, unloading, etc complete.

Including labour work for lowering, laying, jointing, RCC

pipes in CM 1:1 1/2 of following diameters in proper

position, grade and alignent at all as directed by engineer

in charge. inlcuding conveyance from store to site of work

labour giving hydraulic testing and all necessary testing as

per IS code (RCC pipe Horizontal cast)450 mm internal

48 606.00 Rmt Providing & Supplying ISI Standard RCC pipes (of 2133.12 1292670.72 AMC approve

sulphate resisting cement) in a standard lengths of rate

following class & dia meter suitable for socket-spigot type

including all taxes , insurance, transporation, freight

charges, octroi, inspection charges, loading, unloading,

conveyance to departmental stores, staking etc complete

(IS 458:1989) Class NP-3, test pressure 0.7/kg/sqcm.

Rate also includes supplying RCC collar for RCC pipes

including taxes, carting, loading, unloading, etc complete.

Including labour work for lowering, laying, jointing, RCC

pipes in CM 1:1 1/2 of following diameters in proper

position, grade and alignent at all as directed by engineer

in charge. inlcuding conveyance from store to site of work

labour giving hydraulic testing and all necessary testing as

per IS code (RCC pipe Horizontal cast).600 mm internal

49 606.00 Rmt Providing & Supplying ISI Standard RCC pipes (of 3869.36 2344832.16 AMC approve

sulphate resisting cement) in a standard lengths of rate

following class & dia meter suitable for socket-spigot type

including all taxes , insurance, transporation, freight

charges, octroi, inspection charges, loading, unloading,

conveyance to departmental stores, staking etc complete

(IS 458:1989) Class NP-3, test pressure 0.7/kg/sqcm.

Rate also includes supplying RCC collar for RCC pipes

including taxes, carting, loading, unloading, etc complete.

Including labour work for lowering, laying, jointing, RCC

pipes in CM 1:1 1/2 of following diameters in proper

position, grade and alignent at all as directed by engineer

in charge. inlcuding conveyance from store to site of work

labour giving hydraulic testing and all necessary testing as

per IS code (RCC pipe Horizontal cast) .900 mm dia

50 1332.00 Rmt Providing And Jointing Stoneware Pipes Incl. Excavation 178.65 237961.80 AMC approve

Up to 2 Mt. Refilling, Transporting Pipes To Work rate

Site, Unloading, Lowering In Pipes To Work Site,

Unloading, Lowering In Trench, jointing material Such As

Cement, sand, Hemp Bitumen As Directed, Incl. Watering

The Trenches Spreading And Carting away Of Surplus

material as directed by engineer in charge. 100 mm

51 50.00 Rmt Providing And Jointing Stoneware Pipes Incl. Excavation 261.31 13065.50 AMC approve

Up to 2 Mt. Refilling, Transporting Pipes To Work rate

Site, Unloading, Lowering In Pipes To Work Site,

Unloading, Lowering In Trench, jointing material Such As

Cement, sand, Hemp Bitumen As Directed, Incl. Watering

The Trenches Spreading And Carting away Of Surplus

material as directed by engineer in charge. 150 mm

52 666.00 Rmt Providing And Jointing Stoneware Pipes Incl. Excavation 526.17 350429.22 AMC approve

Up to 2 Mt. Refilling, Transporting Pipes To Work rate

Site, Unloading, Lowering In Pipes To Work Site,

Unloading, Lowering In Trench, jointing material Such As

Cement, sand, Hemp Bitumen As Directed, Incl. Watering

The Trenches Spreading And Carting away Of Surplus

material as directed by engineer in charge. 230 mm

53 636.00 Set Providing F.R.C. MH seat cover incl. carting to the work 3530.56 2245436.16 AMC approve

site etc. comp. Directed. F.R.C. Extra Heavy Duty (EHD- rate

35) Manhole Covers & Frames Cover : 728mm ø &

mm thick circular cover, 35.00 MT load design, 100x2mm

MS flat allround, 16mm ø plain round bar for lifting the

cover & should be fitted with plastic cups. Frame : 560 mm

ø clear opening, outer size- 888x888x175 mm. On the

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

be well embed in concrete to protect the edges of frame.

FRC E.H.D.-35 manhole cover & frame described as

54 62.00 Nos F.R.C. Extra Heavy Duty [EHD-35] Machinehole Covers & 1760.56 109154.72 AMC approve

Frame- 560mm ø clear opening, The dimension of frame rate

and cover as per mentioned in Amend No.1 to IS 12592 :

2002 table 1( Only Frame )

55 62.00 set (SET cover and frame) F.R.C. Heavy Duty [HD-20] 3431.44 212749.28 AMC approve

Machinehole Covers & Frames- 560mm ø clear opening, rate

The dimension of frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table

56 62.00 Nos F.R.C. Heavy Duty [HD-20] Machinehole Covers & 1720.44 106667.28 AMC approve

Frames- 560mm ø clear opening, The dimension of frame rate

and cover as per mentioned in Amend No.1 to IS 12592 :

2002 table 1 (Only Cover)

57 62.00 Nos F.R.C. Heavy Duty [HD-20] Machinehole Covers & 1711.00 106082.00 AMC approve

Frames- 560mm ø clear opening, The dimension of frame rate

and cover as per mentioned in Amend No.1 to IS 12592 :

2002 table 1 (Only Frame )

58 62.00 set (SET cover and frame) F.R.C. Medium Duty [MD-10] 2460.30 152538.60 AMC approve

Machinehole Covers & Frames- 560mm ø clear opening, rate

The dimension of frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table 1 (SET cover and

59 62.00 Nos (Only Cover ) F.R.C. Medium Duty [MD-10] Machinehole 1255.52 77842.24 AMC approve

Covers & Frames- 560mm ø clear opening, The rate

dimension of frame and cover as per mentioned in Amend

No.1 to IS 12592 : 2002 able

60 62.00 Nos (Only Frame ) F.R.C. Medium Duty [MD-10] Machinehole 1204.78 74696.36 AMC approve

Covers & Frames- 560mm ø clear opening, The rate

dimension of frame and cover as per mentioned in Amend

No.1 to IS 12592 : 2002 table

61 62.00 set (SET cover and frame) F.R.C. Light Duty [LD-2.5] 1915.14 118738.68 AMC approve

Machinehole Covers & Frames- 560mm ø clear opening, rate

The dimension of frame and cover as per mentioned in

Amend No.1 to IS 12592 : 2002 table

62 62.00 Nos (Only Cover ) F.R.C. Light Duty [LD-2.5] Machinehole 999.46 61966.52 AMC approve

Covers & Frames- 560mm ø clear opening, The rate

dimension of frame and cover as per mentioned in Amend

No.1 to IS 12592 : 2002 table

63 62.00 Nos (Only Frame ) F.R.C. Light Duty [LD-2.5] Machinehole 990.00 61380.00 AMC approve

Covers & Frames- 560mm ø clear opening, The rate

dimension of frame and cover as per mentioned in Amend

No.1 to IS 12592 : 2002 table1

64 62.00 set (SET cover and frame) F.R.C. Medium Duty [MD-10] 2254.98 139808.76 AMC approve

Chamber Covers & Frame- 600 x 450 mm clear opening, rate

The dimension of frame and cover as per mentioned in

Amend No.1 to IS 12592 :

65 62.00 Nos (Only Cover ) F.R.C. Medium Duty [MD-10] Chamber 1204.78 74696.36 AMC approve

Covers & Frame- 600 x 450 mm clear opening, The rate

dimension of frame and cover as per mentioned in Amend

66 62.00 Nos (Only Frame ) F.R.C. Medium Duty [MD-10] Chamber 1195.34 74111.08 AMC approve

Covers & Frame- 600 x 450 mm clear opening, The rate

dimension of frame and cover as per mentioned in Amend

67 62.00 set Set : FRC Strom Water Grating cover ( Jali) & frame 2509.86 155611.32 AMC approve

described as above. rate

68 62.00 Nos F.R.C. Strom Water Grating Grating(Jali): 740 x 740 x 1354.64 83987.68 AMC approve

90mm square jali, 10:00 MT load design, 90x2mm MS flat rate

69 62.00 Nos Frame: 600 x 600mm clear opening, outer size- 900 x 900 1159.94 71916.28 AMC approve

x 165 mm. On the upper periphery of frame 25 x 3mm rate

wide MS flat should be well embded in concrete to protect

the edges of frame

70 62.00 set Set : FRC Strom Water Grating cover ( Jali) & frame 1795.96 111349.52 AMC approve

described as above. rate

71 62.00 Nos F.R.C. Strom Water Grating Grating(Jali): 690 x 690 x 905.06 56113.72 AMC approve

70mm square jali, 5:00 MT load design, 70x2mm MS flat rate

72 62.00 Nos Frame: 600 x 600mm clear opening, outer size- 800 x 800 894.44 55455.28 AMC approve

x 120 mm. On the upper periphery offrame 25x3mm wide rate

MS flat should be well embed in concrete to protect the

edges of frame.

73 62.00 set Set : FRC Strom Water Grating cover ( Jali) & frame 1794.78 111276.36 AMC approve

described as above. rate

74 62.00 Nos F.R.C. Strom Water Grating Grating(Jali): 620 x 620 x 905.06 56113.72 AMC approve

75mm square jali, 5:00 MT load design, 75x1.2mm MS flat rate

75 62.00 Nos Frame: 500 x 500mm clear opening, outer size- 770 x 770 894.44 55455.28 AMC approve

x 135 mm. On the upper periphery of frame 25x1.5mm rate

wide MS flat should be well embed in concrete to protect

the edges of frame.

76 62.00 Nos F.R.C. Slab For Machinehole Frame Support Slab: 1020 x 1204.78 74696.36 AMC approve

1020 x 65 mm thick Square Slab 560 mm Dia Hole in rate

Center of the slab. Suitable to fit under all frames of

Different Load Categories.

77 62.00 No. Carting and Fixing M.H., Chamber or Catch pite Seat and 943.75 58512.50 AMC approve

Cover in line and level to match existing road level in C.C. rate

1:2:4 and finishing smooth, watering and protecting for

days etc. complete as directed. M.H. seat cover will be

supplied byA.M.C.(from any store)

78 36902.00 Kg. Providing and fixing cast iron manhole frame of weight 80 71.10 2623732.20 AMC approve

to 85 kg suitable for existing EHD-35 FRC MH cover, rate rate

also incl. loading, unloading and fixing the frame in line

and level to match exisisting road level in C.C. 1:2:4 and

finishing smooth, watering and protecting for 7 days etc.

complete as per instruction by engg. in charge.

79 300.00 rmt Providing,Supplying and fixing at site Factory made FUJI / 6363.08 1908924.00 MR

Equivalent Precast L- shape Earth Retaining Median size

of Height H-1000 mm & Product should be confirming to

Japanese Industrial Standards (JIS) & meeting IS

requirements, Made by using advanced precast

technology having High Performance Self Compacting

Concrete of M-40 cylinder strength/M-50 cube strength,

using Fe 500D reinforcement bar. The product should

have flange coupling jointing arrangements at appropriate

location for jointing two products. The Precast earth

retaining wall product should have special in - build studs

provisions at appropriate location for safer & Fast

mechanical installation including supply,transportation

,installation on specific location at site in line ,level

gradient . the median shall have design to accommodate

all onsite existing trees. in case such provisions are not

there, the median shall be modified on site at no extra cost

as per the instruction of EIC/Consultant. All complete as

per drawing,design given by consultant and approved by

Engineer-in-Charge..(Sample must be approve)

80 1452.00 Cmt Excavation for the foundations for masonry walls, light 253.58 368198.16 R&B sor sr no

pole/ traffic pole foundation, signage pole foundation, tree 04001A

pit, catch pit, for any type of foundation, pipe trench etc.

for all type of soil including shoring, strutting,

depositing the excavated stuff as directed for all lead

back filling the excavated pit by approved excavated

material, compacting, watering etc. complete as directed

by engineer in charge.

a) Depth upto 1.5 m. below GL (C) Hard Murrum

SOR 23-24 IT CD NO :04001C

81 21520.00 Cmt Excavation for foundation upto 1.5 mt. depth including 115.92 2494598.40 R&B sor sr no

sorting out and stacking of useful material s and disposing 04001A

of the excavated stuff upto 50 meter lead. (A)all type soil

82 424.00 Cmt Excavation for foundation depth including sorting out and 54492.48 R&B sor sr no

stacking of useful material s and disposing of the 128.52 04001A

excavated stuff upto 50 meter lead. (A)1.50 to 3.00 m.

83 304.00 Cmt Excavation for foundation depth including sorting out and 42897.44 R&B sor sr no

stacking of useful material s and disposing of the 141.11 04001A

excavated stuff upto 50 meter lead. 3.00 to 5.0 m. depth

84 85500.00 Cmt Box cutting the road surface to proper slope and camber 205.35

for making a base for road work including removing the

excavated stuff and depositing on the roadside slope as

directed up to 200Mt.lead.

SOR 23-24 IT CD NO :26B008

85 3462.00 cum Providing and laying C.C. pavement of mix M-25 with 16803024.72 Ashram road

ready mixed concrete from batching plant. The ready 4,853.56 approve rate

mixed concrete shall be laid and finished with vacuum

dewatering process and Power floater treatment in

roads,pavements, platform, floors etc well compacted,

mechanically vibrated with screed vibrator, finished to

required levels, floated with neat cement and power

trowelled to get desired smooth finish / broom finish, over

a leveling course, including MS channel or box shuttering,

curing for 10 days with gunny bags etc complete. The size

of panel should be approximately 3.75 x 5.5 m or as

directed by Engineer. The Contraction joints to be formed

at every 5m distance by grooving with mechanical saw

within 48 hrs. Groove/ sawed joints/ longitudinal joints

shall be made of 6mm width and 40 mm depth min (1/3 rd

depth of the pavement) as shown in the drawing. The rate

shall be inclusive of labour, making the grooves, filiing

groves with approved sealent and backer rod, provision of

expansion joint as per

drawing and machinery cost etc complete.

86 10.00 sqm Providing formwork of ordinary timber planking so as to 3239.70 SOR:-item

give a rough finish including centering shuttering strutting 323.97 09001CA+090

and propping etc. height of propping and centering below 03CA

supporting floor to ceiling not exceeding 4 M. and removal

of the same for in situ reinforced concrete and plain

concrete work in. all type off concrete work . Extra for

Providing formwork with sheathing steel sheets so as to

give a fair finish in RCC including attached pilasters

buttresses plinth & string course & like.

87 500.00 Sqm Providing formwork of ordinary timber planking so as to 171.68 85840.00 SOR:-item

give a rough finish including centering shuttering strutting 09001AA

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. . For edges,sides

88 50.00 Sqm Providing formwork of ordinary timber planking so as to 297.68 14884.00 SOR:-item

give a rough finish including centering shuttering strutting 09001AA

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) Column

89 50.00 Sqm Providing formwork of ordinary timber planking so as to 192.15 9607.50 SOR:-item

give a rough finish including centering shuttering strutting 09001AA

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) Tie Beam

90 500.00 Sqm Providing formwork of ordinary timber planking so as to 192.15 96075.00 SOR:-item

give a rough finish including centering shuttering strutting 09001AA

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) Coping

91 10000.00 Kg Providing T.M.TFe500D bar reinforcement for R.C.C. work 75.46 754600.00 SoR-code-

including bending, binding and placing in position 5014C item-

complete up to floor two level. 5.4.11

92 2542.00 Rmt Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm- 350.89 891962.38 AMC approve

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

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

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.

93 24500.00 Rmt Pre cast concrete kerb Providing and fixing M25 Grade of 1061.61 26009445.00 AMC approve

concrete precast exposed / Fair finish / texture finish kerb rate

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 mm high

94 60500.00 Rmt Pre cast concrete kerb Providing and fixing M25 Grade of 912.50 55206250.00 AMC approve

concrete precast exposed / Fair finish / texture finish kerb rate

stones of approved make as per approved sample of any

size and any type. Kerbs shall be fixed on the foundation

prepared as per approved design. The rate shall also

include for erecting and fixing the pieces in position for

complete kerb system with chamfered type of kerbs

including necessary accessories of kerb like radius kerbs,

angles and quadrant kerbs, droplet kerbs etc. complete as

per drawing. Kerb shall be fixed as paper joint without any

jointing material. However cement mortar shall be

provided at the backside of kerb stone joint. (Sample must

be approved) Cost of excavation, cutting , base , side

filling shall includes as directed engineer - incharge in

above item description as per BOQ (b) 375 mm high

95 62.00 Rmt Supplying and fixing of 380 mm H x 300 mm L x 200 mm 431.96 26781.52 AMC approve

B Kerb block for Central Verge in M-20 grade using 20 rate

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.

96 606.00 Rmt Providing and fixing c.c m-20 grade pre-cast finished 260.00 157560.00 AMC approve

surface kerb stone of approved design including the cost rate

of from work rubber mould (as directed by engineer

incharge) , curing etc. complete. The rate shall also

include for eracting and fixing the pieces in position with

necessary equipment and materials and include the flush

pointing in (cm 1:2) for all jointof the kerb stones.

CHAMFERD EDGE KERB

97 546.00 Cum Cast insitu kerb for curveture kerb line in plan 4787.63 2614046.64 AMC approve

Providing and laying exposed quality fair finish/ texture rate

finish cast in situ cement concrete kerbs in

curveture shape of M25 grade (approximate kerb

size - 450mm x 150mm) including casting, shuttering,

finishing, curing etc complete as per drawing and as

directed by engineer-in-charge. Top surface of kerb

shall be immediate finish by trowel (to be done at site)

as per drawing. Monolithic and homogeneous casting is

required using MS mould only. Two layer casting is

not allowed in any case. Rate shall be inclusive of

excavation, cutting the road, base PCC M15 grade,

shuttering (contractor must use new shuttering),

expose rendering, curing etc complete with good

finish at ground level. Reinforcement, fiber etc shall be

paid in relevant items.

98 606.00 Smt Providing and Laying of Rubber Moulded Paver Block 383.04 232122.24 AMC approve

Grey/Coloured 60 mm thick, M-35 Grade of any size ; rate (

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

quality aggragate of 20 mm nominal size for footpath, road)

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.

99 111310.00 Sqm Paver Block : Providing and laying shot blasted Non - 669.65

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.

100 16698.00 Sqm Paver Block Providing and laying shot blasted Non - 758.93

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) 80 mm thick M-35 grade

Grey Paver block of size 200mm x 200mm.

101 100.00 Sqm Providing and Laying of ECOLOGICAL shot blasted Paver 950.00 95000.00 AMC approve

Block Grey/Coloured 80 mm thick, M-20 Grade of any size rate (

; shape GRASLINE Paving (Grass Paver) Design using Asharam

black trap good quality aggragate of 20 mm nominal size road)

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 50mm thick sand beddding. Make

VYARA or Equivalent

102 10.00 Smt Providing and laying cement concrete tactile tile (for vision 692.13 6921.30 AMC approve

impaired persons as per standards) of size 300 x 300 x 25 rate

to 30mm of Vyara, Super, Nishu 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, court yard, multi

modals location etc., laid on 30 to 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 etc. complete as

per direction of Engineer-in-

103 5000.00 Nos. Pre cast Cylindrical Bollard Providing and fixing cylinder 1725.00 8625000.00 AMC approve

pre cast bollard with exposed/ fair finished made in M-30. rate

Bollard is precast with cement concrete of M-30 grade by

providing 4 no of 12 mm dia. tor steel by vibro compaction

method using FRP/steel mould for achive shutttring finish

as directed and approved by EIC. Sample shall be

approved. Approximate size of bollard is 900 to 1000mm

height x 225 to 300mm dia. Rate shall be inclusive of

concrete, reinforcements as stated in the item description,

necessary moulds, pouring, placing, compaction,

necessary curing, all accessories required for fixing, with

all taxes, transportation, loading and unloading charges.

Additional reinforcement, if any shall be measured and

paid for in the relevant tender item. The rate shall also

include for erecting and fixing the pieces in position etc

complete as per drawing. The rate shall also include the

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

curing etc complete as directed by engineer in charge.

104 25500.00 Cmt Providing and laying cement concrete work 1:2:4 (1- 3923.53 100050015.00 R&B sor sr no

Cement : 2- Coarse sand : 4- graded stone aggregates 20 05023AA

mm nominal size) and curing complete excluding cost of

formwork and reinforcement for reinforced concrete work

in (A) Foundations, footings, Base or columns and Mass

SOR 23-24 IT CD NO :05011AA

105 8350.00 Smt. Painting Two Coats on divider and footpath curb surface / 78.44 654974.00 R&B sor sr no

New Concrete Surface ( Painting two coats after filling the

surface with synthetic enamel paint in all shades on new

plastered concrete surfaces)

106 10.00 Rmt Providing and setting 50 to 60 mm thick rouge kotah stone 111.15

water table in line, level and in required gradient including

25 mm thick beddcing in C.M. 1:6 (1 Part of cement :

Part of coarse sand) with sufficient ramming consolidation.

Providing joints in C.M. 1:3 (1 Part of cement : 3 Part

coarse sand) and smooth pointing in C.M. 1:1 (1 Part of

Cement, 1 Part of coarse sand) including watering etc.

complete and as per details in tender specification & as

directed by engineer in charge.

107 10.00 Rmt Size : 1' x 1'(40 to 50 mm thick) 103.52

108 13720.00 Sqm Road marking with hot applied thermoplastic paints with 364.08 4995177.60 R&B sor sr no

reflectorising glass beads on bitumin surface providing

and laying a hot applied thermoplastic compound 2.5 mm

thick including reflectorising glass beads @ 250gms per

sqm area, thickness of 2.5mm is excluding of surface

applied glass beds as per IRC:35-2015. The finished

surface to be level, uniform and free from streaks and

holes.zebra patta /bump patta lane/center line/ edge

line/cut patta. The white color marking should provide

liminance coefficinet on cement road shall be min

mcd/m2/lux and Asphalt road shall be min100mcd/m2/lux

during the service life during the daytime.The marking

should meet the performance criteria for night time

reflectivity,wet reflectivity and skid resistance as

mentioned in the section-15of IRC35-2015.Warranty for

the Retro reflectivity should be two years.

109 788.00 Nos Constructing Bombay Pattern Type Catch Pit of size 0.60 3110.80 2451310.40 Amc approved

x 0.60 depth up to 1 mt including excavation, B.B.C.C. rate

(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

110 788.00 Nos CatchPit Jali Fixing P/F FRC catch pit jali with frame 1377.64 1085580.32 Amc approved

600mm x 600mm clear opening etc. comp.. As directed by rate

engineer in charge.

111 2100.00 nos Providing and making Tree pit. It includes excavation upto 832.70 1748670.00 AMC approve

600 mm depth including removal of the debris, Size of the rate (

pit is 1000 mm dia. Hume pipe of 900 mm dia NP2 class Asharam

with 500 mm height to be placed in the excavated pit and road)

outside area of the Hume pipe to be filled with the good

quality earth completed as directed by Engineer-in-

Charge. Hume pipe

shall be filled with the garden soil,( 10Kg/ per Tree pit of

Vermi Compost or mixture of decade neem cake and

tobaco powder). upto required depth and remaining

bottom part shall be filled with good soil completed as

directed by Engineer-in- Charge. Rate includes rate of

hume pipe, garden soil with Vermi Compost or mixture of

decade neem cake and tobaco powder , good soil etc.

112 1574.00 Cmt Providing and laying Brick masonry works in 4345.02 6839061.48 R&B SOR

foundation & Plinth using common burnt clay building 06001BA

bricks confirming to IS 1077-1986 having crushing

strength not less than 35 kg/Sq.cm in cement mortar

1:5 (1 cement : 5 coarse sand) in any shape and all depth

upto ground floor level including curing, scaffolding

racking/ flush jointing etc. complete, as directed by

Engineer in Charge. For all civil, plumbing, electrical &

infrastructure works.

SOR 23-24 IT CD NO :06001AA

113 3500.00 sqm Providing 20 mm thick double coat mala cement plaster on 269.78 944230.00 R&B SOR

interior brick / concrete work for plastering comprising of

base coat of 12 mm thick cement plaster in cement mortar

(1 Cement : 4 coarse sand) in rough finishing and 8 mm

thick top coat of cement mortar 1:2 (1 Cement : 2 Coarse

sand) finished with trovel including scaffolding curing etc.

complete. for all floor.

114 2500.00 sqm Providing 15mm thick cement plaster in single coat on 174.83

Rough (Similar)side of single or half brick walls for interior

plastering upto 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

115 100.00 Cum Providing and laying controlled cement concrete M.250 4238.04 423804.00 R&B SOR

and curing complete excluding the cost of formwork and 05025AA

reinforcement for reinforced concrete work in (A)

116 10.00 Cum Providing and laying controlled cement concrete M.250 4496.07 44960.70 R&B SOR

and curing complete excluding the cost of formwork and 05025CA

reinforcement for reinforced concrete work in ( A ) Ground

beams ,Slabs,landing,shelves,Balconies, Lintels, Beams,

Girders and Cantilever upto floor two level.

117 10.00 cum Providing and laying controlled cement concrete M.250 4593.91 45939.10 R&B SOR

and curing complete excluding the cost of formwork and 05025DA

reinforcement for reinforced concrete work in (D)

Columns, Pillars posts and struts, upto floor two level.

118 10.00 cum Providing and laying controlled cement concrete M.250 4496.07 44960.70 R&B SOR

and curing complete excluding the cost of formwork and 05025CA

reinforcement for reinforced concrete work in ( A ) Coping

119 10.00 cum Providing and laying Casting in situ controlled cement 3776.98

concrete M-25 for C.C. Toe wall, R.C.C. Raft, Pedestal for

gantry, Signage wall or other works, cut off walls etc. as

per drawing and as directed by engineer in charge

including necessary shuttering laying, vibrating, ramming

and curing complete.

120 10.00 cum Providing and laying controlled cement concrete M.250 5069.77 50697.70 R&B SOR

and curing complete excluding the cost of formwork and 05025BA

reinforcement for reinforced

concrete work in (B) Walls, from top of foundation level

upto floor two level

121 10.00 cum Providing and casting in-situ Reinforced Cement Concrete 4660.99 46609.90 R&B SOR

M30 grade controlled cement concrete in Underground 05025BA

tank etc. using 6 mm to 20 mm machine crushed well

graded stone aggregate, sand of approved quality, OPC

53 grade cement complete. (A) Base slab

122 11500.00 Sqmt Excavation/ cutting of asphalt pavement/ RCC of any 71.10 817650.00 Amc approved

thickness by manual means or by any type of Breaker rate

Machine or R.C.C.Cutter machine including cost of

operator, fuel, & transportation including demolishing the

asphalt carpet, metal, soiling/ cutting Reinforcement

etc.comp. with stacking the material as directed.

123 3500.00 Sqmt 0.20 to 0.30 meter (By any type of Breaker Machine or 622160.00 Amc approved

R.C.C.Cutter machine including cost of operator, fuel, & 177.76 rate

transportation etc. complete.

124 500.00 Sqmt 0.30 meter & above (By any type of Breaker Machine or 155540.00 Amc approved

R.C.C.Cutter machine including cost of operator, fuel, & 311.08 rate

transportation etc. complete.

125 200.00 No. Making connection to the existing Manhole or Catchpit 1339.29 267857.14 AMC Drain

chamber in running sewer including Dewatering and other SOR it no

required machinery etc. of following dia pipes at any 19A & 12%

convenient time. All damaged work shall be well repaired less

etc complete as per instructions of Engineer in charge.( a.)

150 mm to 300 mm dia.

126 200.00 No. Making connection to the existing Manhole or chamber in 2232.14 446428.57 AMC Drain

running sewer including Dewatering and other required SOR it no

machinery etc. of following dia pipes at any convenient 19B & 12%

time. All damaged work shall be well repaired etc less

complete as per instructions of Engineer in charge.( a.)301

mm to 600 mm dia.

127 18500.00 No. Cat Eye/ Road Stud/ RPM: Supplying of Molded Twin 3982125.00 Amc approved

Shanks Raised Pavement Markers made of polycarbonate 215.25 rate

and ABS moulded body and reflective panels with micro

prismatic lens (No glass bed lens) capable of providing

total internal reflection of the light entering the lens face

and shall support a load of 13635 kgs .tested in

accordance to ASTM D 4280 Type Hand complying to

Specifications of Category A of MORTH Circular No

RW/NH/33023/10-97-DO III Dt 11.06.1997 .The height,

width and length shall not exceed 20 mm, 130 mm and

130 mm and with minimum reflective area of 13 Sqcm on

each side and the slope to the base shall be 35 +/-

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.

128 5000.00 Kg Structural steel work ( Confirming to IS 4923- 1997) 126.68 633400.00 R&B SOR-

riveted, bolted or welded in builtup for all type sections, in

framed work, including cutting, hoisting, fixing in position

and applying a priming coat of approved steel primer all

complete as per the structural designs and directions of

Engineer in charge

129 1.00 Smt Painting two coats (excluding priming coat) on new steel 121.28 121.28 R&B SOR-

and other metal surface with enamel paint, brushing, 19001 +

interior to give an even shade including cleaning the

surface an even shade including cleanicn the surface of all

dirt, dust and other foreign matter.

130 1.00 Smt Finishing wall with weather proof exterior emulsion paint 113.40

on wall surface (two coats) to give an required shape even

shade after thoroughly brushing the surface to remove all

dirt, and remains of loose powdered materials.etc

complete. Painting one coat of primer and Two Coats on

divider and footpath curb surface / New Concrete Surface

with synthetic enamel paint in all shades etc complete as

131 200.00 Nos Constructing Slab type M.H. Chamber of the following size 10177.68 2035536.00 Amc approved

including excavation, refilling, brick bats cement concrete rate

(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 with

cement slurry, P/F 4 mm dia M.S.Steel HDPE coated

steps35 cm c/c at 35 cm staggered in masonary CM 1:5,

RCC Slab in CC 1:1.5:3 of thickness 23 C.M., including

Cantering& reinforcement (double jalli at 15 C.M. c/c both

way 12mm dia.) but excluding the cost of Manhole seat

cover etc. completed. of Size 1.00 X 1.40 meter (Inside

Clear, M.H. length should be

parallel to the flow, for pipe dia <=800 mm) (Based on

Drainage SOR 2009-10)

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

132 200.00 Nos Constructing Slab type M.H. Chamber of the following size 19258.04 3851608.00 Amc approved

including excavation, refilling, brick bats cement concrete rate

(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 with

cement slurry, P/F 4 mm dia M.S.Steel HDPE coated

steps35 cm c/c at 35 cm staggered in masonary CM 1:5,

RCC Slab in CC 1:1.5:3 of thickness 23 C.M., including

Cantering& reinforcement (double jalli at 15 C.M. c/c both

way 12mm dia.) but excluding the cost of Manhole seat

cover etc. completed. of Size 1.00 X 1.40 meter (Inside

Clear, M.H. length should be

parallel to the flow, for pipe dia <=800 mm) (Based on

Drainage SOR 2009-10)

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

133 900.00 cum Providing and laying in position Ready Mixed M300 grade 5043.66 4539294.00 R&B SOR

concrete for reinforced cement conctere work , using

cement content as per approved Design Mix manufactured

in fully automatic batching plant and transported to site of

work in transit mixer for a lead up to 10 kms having

continuous agitated mixer, manufactured as per mix

design of specified grade for reinforced cement concrete

work including pumping of R.M.C. from transit mixer to site

of laying, excluding the cost of centering shuttering

finishing and reinforcement including cost of admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash (Min cement level

as per latest IS 456 shall be maintained) (Cement level

134 900.00 cum Providing and laying in position Ready Mixed M350 grade 5140.94 4626846.00 R&B SOR

concrete for reinforced cement conctere work , using

cement content as per approved Design Mix manufactured

in fully automatic batching plant and transported to site of

work in transit mixer for a lead up to 10 kms having

continuous agitated mixer, manufactured as per mix

design of specified grade for reinforced cement concrete

work including pumping of R.M.C. from transit mixer to site

of laying, excluding the cost of centering shuttering

finishing and reinforcement including cost of admixtures in

recommended proportions as per IS: 9103 to accelerate/

retard setting of concrete, improve workability without

impairing strength and durability as per direction of the

Engineer - in - charge. Without Fly Ash(Min cement level

as per latest IS 456 shall be maintained) (Cement level

135 1.00 Sqmt Terrazo copingProviding and laying chequered terrazo 834.75 834.75 R&B SOR

tiles 28mm thick with marble chips of sizes upto 6mm in 14011A

treads of stairs and staircases in 12mm thick bed of lime

mortar 1:1.5 (1-Lime putty :1.5 coarse sand) or C.M. 1:6

(1- cement : 6- coarse sand) jointed with neat cement

slurry mixed with pigment to match the shade of tiles

including rubbing and polishing complete. (A) Light shades

using white cement SOR 23-24 IT CD NO : 14007AA

136 10.00 Sqmt Providing and laying polished granite stone slab 18 mm 3607.00 36070.00 R&B SOR

thick in risers of steps, dedo, pillars, window sill, jambs & 14011A

soffit, skirting, and pillars laid or any other vertical surface

with cement mortar 1:3 (1 cement : 3 coarse sand) and

jointed with gray cement slurry including rubbing &

polishing etc. Complete, All exposed sides, moulding,

chamfering, 10mm. noshing shall be machine mirror

polished, rubbing, cleaning and covering till the hand over.

As per detailed design and drawing as directed by EIC. No

extra claim shall be paid to complete the job.

137 10.00 Rmt Dismentling barbed wire in fencing including making rolls 39.46 394.64 SOR 23-24

and also including dismentling fencing posts including all item no:-

earth work concrete in base and making good the

disturbed ground stacking useful materials as directed and

disposing as directed and disposing of the unserviceable

materials with all lead and lift.

138 10.00 Sqmt Providing & laying pebbles over minimum 20 mm th. Base 2400.00 24000.00 MR

of cement mortar 1:5 (1 Cement : 5 Coarse Sand)

including Pointing with cement mortar 1:2 (1 Cement :

Stone dust) etc. complete.

139 10.00 No Providing and installing facory made fair/ exposed finish 10010.64 100106.42 AMC approve

grey/ coloured Precast bench of size - 1.2 mt x 0.45 mt x rate (

0.45 of Otlo by Baakas Design, Manibhadra and as per Asharam

approved sample and as per drawing. (Basic rate of road)

Bench - Rs.9500/- No) For basic rate items refer basic rate

condition in SCC of Tender Document

140 10.00 No C - Channel Bench :- Providing and fixing C - Channel 7990.00 79900.00 AMC approve

Bench made out of ISMC 200 and 0.9m height fixing with rate (

8mm thick base plate and seat. WPC plank (1.3 x 0.3 m), Asharam

As per attached drawing including , bolt , painting , fixing , road)

hardware and labour etc.complete & instructed by in

charge Consultant.

141 50202.00 Cmt Earthwork for embankment including breaking clods, 12503812.14 R&B SOR

dressing with all lead and lift (excluding watering and

consolidation) From Borrow area with all lead and lifts.

142 10.00 Cmt Supplying of graded hand broken stone size of 90 mm to 983.93 9839.30 R&B SOR

127 mm at site (Rubble or Spoul)

143 10.09 Cmt Labour charges for spreading the spouls 127 mm thick 26.79 270.43 R&B SOR

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 etc.

144 145428.00 Cmt Watering of Earth as Directed. 8.99 1307397.72 R&B SOR

145 24198.00 Rmt Paver Block Providing and laying, Dished Channel 907.00 21947586.00 R&B SOR

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

Make VYARA or Equivalent

146 150.00 sqmt Labour work for fixing interlocking blocks or non 69.64 10446.00 R&B SOR

interlocking or any kind of pavement on up to 50 mm thick

sand bedding, levelling, watering and fixing in line & level

as well cleaning the site etc. comp. as directed

147 10.00 nos Providing and fixing Swiss type bollard made out of 1.5mm 3,559.32 35593.22 R&B SOR

CRC sheet,height 140cms,bottom dia 23cm,top dia 12cm

with direction plate of 30 cm dia fabricated necessary

anchors as directed and also provide through out lengh

pipe of 25 NB for the strenthing of bollard and reflectorised

Micro Prismatic Grade Sheet (Type XI)and three yellow

strip 6 Inches wide of Type XI Retro reflective Sheeting,

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

30cm×30cm×35cm).(As per approved RA of Traffic

148 10.00 nos Providing and fixing of powder coating black matt finished 1515.00 15150.00 R&B SOR

MS pipe bollards made from 100mm O..D. & 7.5mm thick

MS pipe, having length of 1050mm, 3mm deep 25mm

wide groove covered by 25mm wide white retro reflective

strips, hollow section shall be filled with cement concrete

inclusive of excavation, fixing, refilling of excavated

material, grouting with cement concrete and anchor bar,

removal of debris etc. as shown in drawing and directed

by Eng. in charge. (Sample must be approved.)

149 1579.00 nos Road Marking with hot applied thermoplastic paints with 510.62 806268.98 R&B SOR

reflectorising glass beads on bitumin surface providing

and laying a hot applied thermoplastic compound 2.5 mm

thick including reflectorising glass beads @ 250gms per

sqm area, thickness of 2.5mm is excluding of surface

applied glass beds as per IRC:35. The finished surface to

be level, uniform and free from streaks and holes.)

Directional Arrow, Lettering

150 50.00 Cum Water Supply Pipe Line Exacavation for foundation 74.03 3701.50 R&B SOR

include. Sorting out & stacking of useful materaials &

disposing of the excavated stuff upto 20 mt. Lead & all lift,

watering etc. Comp.(A) Loose or soft soil

151 50.00 DI to PVC connection Making/ Reparing Connection work 0.00 R&B SOR

for the following dia. PVC pipe

152 50.00 Providing & Fixing P.V.C. pipes (SCH-80) of 0.00 R&B SOR

Prince/Supreme/Jain/Astral/Tulsi/ Finolex make for water

supply line at all floor levels incl. fixtures like bends, tees,

shoe etc joined with resin of approved brand &

manufacture etc. comp.

TotalTender Amount Rs.

Contractor’s Quoted Rate: -

Net Tender Amount Rs. (Rupees

Seal and Signature of the Bidder ADD.CITY ENGINEER.

( Road Project)

Date: Ahmedabad Municipal Corporation

FINANCIAL BID FORM

To : Additional City Engineer

Address :- Saradar patel bhavan, 5th floor, A-Block, Danapith Amdavad-380001

Name of work:- Development of different Modal Roads in Various zones of Road

Project in Amdavad Municipal Corporation.”

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

4. We agree to abide by this Bid for the period of One Hundred & Twenty (120) 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

Yours faithfully,

Authorized Signature :