Bid Documents for Construction Work of R.C.C. Road and Widening at Various Area, at.Karjan Nagarpalika, under SJMMSVY-MMSSY, Dist:- Vadodara (2nd Attempt)

Sr. No. Description Estimated Cost Tender Cost

Construction of R.C.C. Road and Widening from N.H.8 to Radha

Krishna Temple, At.Karjan

Construction of R.C.C. Road and Widening from Krishna Society to

Deval Park up to Gunatit Park, At.Karjan

Road Widening from Prayosha Chowkdi to Maharana Pratap Statue

up to Old Nagarpalika Building, At.Karjan

Construction of R.C.C. Road and Widening from Rabarivas to Old

Civil Court, At.Karjan

Construction of R.C.C. Road and Widening from Bhathiji Temple to

Ganga Society, At.Karjan

Construction of R.C.C. Road and Widening from Surendranath

Society to Moti Mahal Hotel TP Road, At.Karjan

I/We am/are willing to carry out the work at… % above/below percent(Should be written in figures and words) of

the estimated rate mentioned above. Amount of my/our tender works out as under Estimated amount put to

tender Estimated amount put to tender Deduct………% below Add………% Above

In words In words………………….

The Contractor shall exhibit a board with detailed specification and details of work as directed by the Engineer‐In‐

Charge for which no extra payment shall be made.

The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

GST and Income tax TDS will be deducted at a source while making payments of bills

1.39% PMC and 1.25% TPI Charge amount will be deducted from the Contractor's Bill.

Signature of Contractor Signature of Chief Officer

KARJAN NAGARPALIKA, KARJAN Page No.

Karjan Nagarpalika, Karjan

Name of Project :- Bid Documents for Construction Work of R.C.C. Road and Widening at Various Area, at.Karjan

Nagarpalika, under SJMMSVY-MMSSY, Dist:- Vadodara (2nd Attempt)

Name of Work: Construction of R.C.C. Road and Widening from N.H.8 to Radha Krishna Temple, At.Karjan

Item Qty. Rate Per Amount

Scarifying gravelled macadam or bitumen macadam surface 6 cm to

10 cm.depth including stacking useful materials on road side and 8250.00 40.61 Sq.m

disposing off remaining stuff.

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

base for road work including removing the excavated stuff and

depositing on the road side slope as directed upto 50Mt.lead.

Carting of debris, ruff kota stone, earth or any wastage material on

site including loading, unloaing within municipality area as directed by 1650.00 165.23 Cu.m

engineer in charge (a) 3.00 km

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

sand : 6- hand broken stone aggregates 40 mm nominal size) and

curing complete excluding cost of formwork in (A) Foundation and

Providing and laying in position Ready Mixed M-250 grade 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 1540.00 4896.32 Cu.m

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 475 kg )

Providing Pre-moulded asphalt filler joints as per drawings. (A) 12mm

Providing TMT Bar FE 500D reinforcement for R.C.C. work including

bending, binding and placing in position complete upto floor two level 38500.00 77.29 Kg.

Labour charges for concreting with vacume dewatering technique

(Trimix or equivalent type) including loding, unloading, carting,

compaining complete with "C" channels as per requirement and labour 7700.00 101.00 Sq.m

charges as directed by engineer-in-charge

KARJAN NAGARPALIKA, KARJAN Page No.

Rising existing mainhole chamber with required all material and labour

after that refitting mainhole frame and cover as per direction of 25.00 1515.00 No.

engineer in charge etc. complete

RCC precast MH frame & cover manufacture, supply & delivery at store

or at site of work precast RCC M200 frame & cover suitable to

drainage MH and as per type design & drawing including cost of

reinforecement MS angles or flat, curing mold work, etc.

Heavy duty Frame suitable for 50 cm opening of MH 25.00 1132.21 No.

Heavy duty Cover suitable for 50 cm opening of MH 25.00 1184.73 No.

Demolition including stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift. (i) R.C.C. work 1350.00 1056.58 Cu.m

Providing and casting in situ controlled cement concrete M-200 for

Kerb/ kerb blocks including formwork curingand finishing, complete 90.00 4708.63 Sq.m

Filling in foundation and plinth with murrum or selected soil in layers

of 20cm. thickness including watering, ramming and consolidating etc. 168.00 296.29 Cu.m

RAISING FLOWER BEDS OR LIVE EDGING : After excavating soil upto

30 CM, preparing soil for planting by supplying and mixing Farm Yard

Manure at the rate of 5 cu.m. per 100 sq.mt. area, providing &

planting well grown seedlings of specified varieties at proper distance

and maintaning till well established (about 45 days) complete.

Supplying and fixing cat eye (Stimsonite) made out from Acrilo

beautile sterine injuction high compressed molding with reflector

made of MMC (prismatic type of size 12cm x 6cm x 2.5cm) provided 440.00 375.72 No.

with bituminous adhesive 100g. with each unit for fixing. (High

Intensity grade)

Road marking with hot applied thermoplastic paints with reflectorising

glass beads on bitumin surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including reflectorising glass

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

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

be level, uniform and free from streaks and holes. zebra patta /bump

patta lane/center line/ edge line/cut patta. The white color marking 275.20 367.72 Sq.m

should provide liminance coefficinet on cemend road shalll be min

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

service life reflectivity and skid resistance as mentioned in the

section15 of IRC 35-2015. Warranty for the Retro reflectivity should

Excavation for foundation upto 1.5 m depth including sorting out and

stacking of useful materials and disposing off the excavated stuff upto 300.00 120.01 Cu.m

50 Meter lead. (A) Loose or soft soil

KARJAN NAGARPALIKA, KARJAN Page No.

The precast drain size above 600 x 600 mm drain segment shall be

jointed using flange-bolt connections with bolts and round washers’

arrangement, supplied as part of the Drain. Each section shall have tie-

shaped grooves (10–20 mm width and 25 mm depth) on both ends for

proper joint alignment and secure positioning. The precast product

shall have special in-built lifting insert provisions at appropriate

locations to enable safe and fast mechanical installation, including

supply and transportation. The Precast Product shall be manufactured

using advanced precast technology with High-Performance Self-

Compacting Concrete (SCC) of minimum C-40 cylinder strength / M-50

cube strength, duly steam cured to achieve enhanced durability. The

concrete mix shall use OPC 53 grade cement with approved 500.00 5705.49 Rmt.

admixtures as per IS 456:2000, and coarse and fine aggregates from

natural sources. Reinforcement shall consist of TMT/TMX bars of Fe-

500D grade or higher, conforming to IS 1786, fabricated using in-

house automated reinforcement cage-making systems to ensure

uniformity and precision. The load-carrying capacity shall be designed

for 5-ton wheel/point load and 10-ton axle loading, suitable for heavy

vehicular movement of longitudinal drain. Each lid shall be provided

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

water discharge. Precast U-shape Drain T-25 (600*600 MM )

Fixing at site of precast item of High performance concrete. Cost to

include leveling, machinery for placement and filing of joints all

complete as directed by Engineer Incharge Precast U-shape Drain T-25

The load-carrying capacity shall be designed for 5-ton wheel/point

load and 10-ton axle loading, suitable for heavy vehicular movement

of longitudinal drain. Each lid shall be provided with two standard slits

of 155 mm x 20 mm along the width for storm water discharge. The

Precast Product shall be manufactured using advanced precast

technology with High-Performance Self-Compacting Concrete (SCC) of

minimum C-40 cylinder strength / M-50 cube strength, duly steam

cured to achieve enhanced durability. The concrete mix shall use OPC 500.00 3242.10 Rmt.

53 grade cement with approved admixtures as per IS 456:2000, and

coarse and fine aggregates from natural sources. Reinforcement shall

consist of TMT/TMX bars of Fe-500D grade or higher, conforming to IS

1786, fabricated using in-house automated reinforcement cage-

making systems to ensure uniformity and precision. Precast Lid Cover

with hole for U-shape Drain T-25 (600*600 MM)

Fixing at site of precast item of High performance concrete. Cost to

include leveling, machinery for placement and filing of joints all

complete as directed by Engineer Incharge Precast Lid Cover with hole

for U-shape Drain T-25 (600*600 MM)

Signature of Contractor. Karjan Nagarpalika

KARJAN NAGARPALIKA, KARJAN Page No.

Karjan Nagarpalika, Karjan

Name of Project :- Bid Documents for Construction Work of R.C.C. Road and Widening at Various Area, at.Karjan

Nagarpalika, under SJMMSVY-MMSSY, Dist:- Vadodara (2nd Attempt)

Name of Work: Construction of R.C.C. Road and Widening from Krishna Society to Deval Park up to Gunatit Park,

Item Qty. Rate Per Amount

Demolition including stacking of serviceable materilas and disposal of

unserviceable materials with all lead and lift. (i) R.C.C. work 4050.00 1056.58 Cu.m

Scarifying gravelled macadam or bitumen macadam surface 6 cm to

10 cm.depth including stacking useful materials on road side and 2000.00 40.61 Sq.m

disposing off remaining stuff.

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

a base for road work including removing the excavated stuff and 1293.00 106.81 Cu.m

depositing on the road side slope as directed upto 50Mt.lead.

Carting of debris, ruff kota stone, earth or any wastage material on

site including loading, unloaing within municipality area as directed 5343.00 165.23 Cu.m

by engineer in charge (a) 3.00 km

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

sand : 6- hand broken stone aggregates 40 mm nominal size) and

curing complete excluding cost of formwork in (A) Foundation and 770.00 3080.90 Cu.m

Providing and laying in position Ready Mixed M-250 grade 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

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 475 kg)

Providing Pre-moulded asphalt filler joints as per drawings. (A)

Providing TMT Bar FE 500D reinforcement for R.C.C. work including

bending, binding and placing in position complete upto floor two 36000.00 77.29 Kg.

KARJAN NAGARPALIKA, KARJAN Page No.

Labour charges for concreting with vacume dewatering technique

(Trimix or equivalent type) including loding, unloading, carting,

compaining complete with "C" channels as per requirement and 6925.00 101.00 Sq.m

labour charges as directed by engineer-in-charge

Rising existing mainhole chamber with required all material and

labour after that refitting mainhole frame and cover as per direction 35.00 1515.00 No.

of engineer in charge etc. complete

RCC precast MH frame & cover manufacture, supply & delivery at

store or at site of work precast RCC M200 frame & cover suitable to

drainage MH and as per type design & drawing including cost of

reinforecement MS angles or flat, curing mold work, etc.

Heavy duty Frame suitable for 50 cm opening of MH 35.00 1132.21 No.

Heavy duty Cover suitable for 50 cm opening of MH 35.00 1184.73 No.

Providing and casting in situ controlled cement concrete M-200 for

Kerb/ kerb blocks including formwork curingand finishing, complete 57.00 4708.63 Sq.m

Filling in foundation and plinth with murrum or selected soil in layers

of 20cm. thickness including watering, ramming and consolidating 105.00 296.29 Cu.m

RAISING FLOWER BEDS OR LIVE EDGING : After excavating soil upto

30 CM, preparing soil for planting by supplying and mixing Farm Yard

Manure at the rate of 5 cu.m. per 100 sq.mt. area, providing &

planting well grown seedlings of specified varieties at proper

distance and maintaning till well established (about 45 days)

Supplying and fixing cat eye (Stimsonite) made out from Acrilo

beautile sterine injuction high compressed molding with reflector

made of MMC (prismatic type of size 12cm x 6cm x 2.5cm) provided 560.00 375.72 No.

with bituminous adhesive 100g. with each unit for fixing. (High

Intensity grade)

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 316.00 367.72 Sq.m

patta. The white color marking should provide liminance coefficinet

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

shall be min 100 mcd/m2/lux during the service life reflectivity and

skid resistance as mentioned in the section15 of IRC 35-2015.

Warranty for the Retro reflectivity should be two years.

Signature of Contractor. Karjan Nagarpalika

KARJAN NAGARPALIKA, KARJAN Page No.

Karjan Nagarpalika, Karjan

Name of Project :- Bid Documents for Construction Work of R.C.C. Road and Widening at Various Area, at.Karjan

Nagarpalika, under SJMMSVY-MMSSY, Dist:- Vadodara (2nd Attempt)

Name of Work: Road Widening from Prayosha Chowkdi to Maharana Pratap Statue up to Old Nagarpalika Building,

Item Qty. Rate Per Amount

Preparing surface by Brushing with wire brushes for removing caked

mud etc. Air compressor/ sweeping with brooms and finally fanning

the cleaned surface with gunney bags to remove all loose dirt etc. (ii)

Black top surface

Providing and laying 37.5 mm B.M. with B.T. Aggregate as per MORT &

H specification and emulsion RS grad .2 for tack coat @ 2.50 Kg./10

smt. with Mechanical sprayer & Bitumen Grade VG-30 (60/70) for

mixing @ 34.00 Kg./Mt. i.e. 3.40% by weight of total mix including

heating and mixing the aggregate & asphalt in continuous batch mix

plant and spreading the same by sensor paver finisher & consolidation

with vibratory roller including providing all materials equipments, tools

& plant, fire wood, oil, kerosene, labour charges etc. complete using

contractor's own machinery batch mix plant & sensor paver finisher

Providing and laying 25 mm thick (Compacted ) Semi -dence

Bituminous concrete on exiting bituminous surface and using specified

graded black trapped machine crushed aggregate with bitumen Vg-30 -

60/70 for mixing @ 50.00 Kg./Mt. i.e. 5.00% by weight of total mix

as per MORTH specification and emulsion RS grad. 2 for tack coat @

2.50 Kg./10 smt. with Mechanical sprayer including heating ind

mixing of asphalt with B.T. chips in continuous batch mix plant and 269.00 3889.51 MT

transporting same at site and speading by sensor paver finisher and

consolidation the same with pair of 8 tonnes to 10 tonnes vibratory

roller to achive desire density and including flusing the stone dust

@0.03 cum/10smt including cost of required tools, plants, all

machineries, equipment fire wood, oil, kerosene charges

Rising existing mainhole chamber with required all material and labour

after that refitting mainhole frame and cover as per direction of 50.00 1515.00 No.

engineer in charge etc. complete

RCC precast MH frame & cover manufacture, supply & delivery at store

or at site of work precast RCC M200 frame & cover suitable to

drainage MH and as per type design & drawing including cost of

reinforecement MS angles or flat, curing mold work, etc.

Heavy duty Frame suitable for 50 cm opening of MH 50.00 1132.21 No.

Heavy duty Cover suitable for 50 cm opening of MH 50.00 1184.73 No.

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

base for road work including removing the excavated stuff and

depositing on the road side slope as directed upto 50Mt.lead.

KARJAN NAGARPALIKA, KARJAN Page No.

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

sand : 6- hand broken stone aggregates 40 mmnominal size) and

curing complete excluding cost of formwork in (A) Foundation and

Providing and fixing pre-cast Rubber Dye / steel Dye inter locking

concrete block 60mm thick with grade of concrete M300 pnumatic

compressed / vibrated mechanically and as per approved design

Confirming to IS 15658 : 2006 including 35 mm Sand layer for

levelling and filling the joint with sand in proper line and level as per

guidlines of IRC : SP 63-2018 etc. Complete.

Providing and fixing pre-cast concrete kerb stone of gray cement

based concrete block 30cm length,30cm height and 15cm thick of

M250 grade concret as per approved design and including excavation 1600.00 370.68 Rmt

for fixing in proper line and level,filling the joint with C:M 1:3

(1cement:3fine sand) etc complete.

Supplying and fixing cat eye (Stimsonite) made out from Acrilo

beautile sterine injuction high compressed molding with reflector made

of MMC (prismatic type of size 12cm x 6cm x 2.5cm) provided with 1040.00 375.72 No.

bituminous adhesive 100g. with each unit for fixing. (High Intensity

Road marking with hot applied thermoplastic paints with reflectorising

glass beads on bitumin surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including reflectorising glass

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

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

be level, uniform and free from streaks and holes. zebra patta /bump

patta lane/center line/ edge line/cut patta. The white color marking 564.00 367.72 Sq.m

should provide liminance coefficinet on cemend road shalll be min

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

service life during the day time. The marking should meet the

performance criteria for night time reflectivity, wet reflectivity and skid

resistance as mentioned in the section 15 of IRC 35-2015. Warranty

for the Retro reflectivity should be two years

Excavation for pipe line trenches for water supply, sewerage line,

manhole etc. all with shoring and struting if required as per required

gradient and line including safety provisions using site rails and

stacking excavated stuff including up to all required lead cleaning the

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

a) in all sorts of soil and soft murrum

up to 1.50 mt depth 803.00 102.35 Cu.m

Providing and supplying ISI Standard R.C.C. pipes (of Sulphate

Resisting Cement) in standard lengths of following class and diameter

suitable for either collar joints or rubber ring joints including all taxes

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

loading, unloading, conveyance to departmental stores, stacking etc.

Class NP3 Test Pressure 0.7 Kg./Sq.cm, 600mm dia.

600mm dia Pipe Line 550.00 1946.00 Rmt

KARJAN NAGARPALIKA, KARJAN Page No.

Lowering, laying and jointing R.C.C. pipes in C.M. 1:1 1/2 of following

diameters in proper position, grade and alignment at all level as

directed by Engineer-in-charge including coveyance from stores to site

of work, labour, giving hydraulic testing as per ISI code.

600mm dia Pipe Line 550.00 262.20 Rmt

Refilling the pipeline trenches incl. ramming, watering, consolidating

desposal of surplus stuff as directed within a radius of 3 km. 648.00 25.30 Cu.m

Providing and construction Sewer manholes, scraper manholes and

unit house connection chamber, as per the type design in brick

masonary in C.M. 1:5 and inside and outside 20mm thick plastering in

C.M. 1:3 necessary 100 mm coping with reinforcement in R.C.C.M.200

fixing C.I. steps and fixing manhole covers (but excluding supplying of

menhole covers) over scraper manhole etc. complete. providing and

fixing safety chain wherever necessary as per the stipulations in the

type design complete as per latest CPHEEQ manual. (excl.

Manhole type "A" circular type having inside diameter of minimum

1200 mm and for depth from 1.5 M depth (for 150 mm to 500 mm dia

1. Manhole type "A" as above but upto 1.5 M depth. 28.00 14005.85 Each

RCC precast M.H. Frame & Cover Manufacture, supply & Delivery at

store or at site of work precast RCC M.200 Frame & cover suitable to

drainage M.H. and as per type design & Drawing including cost of

reinforcement M.S. angles or Flat, curing mold work etc.

Heavy duty Frame suitable for 50cm opening of MH 28.00 1121.00 Each

Heavy duty Cover suitable for 50cm opening of MH 28.00 1173.00 Each

Signature of Contractor. Karjan Nagarpalika

KARJAN NAGARPALIKA, KARJAN Page No.

Karjan Nagarpalika, Karjan

Name of Project :- Bid Documents for Construction Work of R.C.C. Road and Widening at Various Area, at.Karjan

Nagarpalika, under SJMMSVY-MMSSY, Dist:- Vadodara (2nd Attempt)

Name of Work: Construction of R.C.C. Road and Widening from Rabarivas to Old Civil Court, At.Karjan

Item Qty. Rate Per Amount

Scarifying gravelled macadam or bitumen macadam surface 6 cm to

10 cm.depth including stacking useful materials on road side and 2550.00 40.61 Sq.m

disposing off remaining stuff.

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

base for road work including removing the excavated stuff and

depositing on the road side slope as directed upto 50Mt.lead.

Carting of debris, ruff kota stone, earth or any wastage material on

site including loading, unloaing within municipality area as directed by 510.00 165.23 Cu.m

engineer in charge (a) 3.00 km

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

sand : 6- hand broken stone aggregates 40 mm nominal size) and

curing complete excluding cost of formwork in (A) Foundation and

Providing and laying in position Ready Mixed M-250 grade 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

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, 510.00 4896.32 Cu.m

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 475 kg )

Providing Pre-moulded asphalt filler joints as per drawings. (A) 12mm

Providing TMT Bar FE 500D reinforcement for R.C.C. work including

bending, binding and placing in position complete upto floor two level 12750.00 77.29 Kg.

Labour charges for concreting with vacume dewatering technique

(Trimix or equivalent type) including loding, unloading, carting,

compaining complete with "C" channels as per requirement and labour 2550.00 202.00 Sq.m

charges and providing & laying floor hardener chmical as per standard

approved company as directed by engineer-in-charge

KARJAN NAGARPALIKA, KARJAN Page No.

Rising existing mainhole chamber with required all material and

labour after that refitting mainhole frame and cover as per direction of 35.00 1515.00 No.

engineer in charge etc. complete

RCC precast MH frame & cover manufacture, supply & delivery at

store or at site of work precast RCC M200 frame & cover suitable to

drainage MH and as per type design & drawing including cost of

reinforecement MS angles or flat, curing mold work, etc.

Heavy duty Frame suitable for 50 cm opening of MH 35.00 1132.21 No.

Heavy duty Cover suitable for 50 cm opening of MH 35.00 1184.73 No.

Supplying and fixing cat eye (Stimsonite) made out from Acrilo

beautile sterine injuction high compressed molding with reflector

made of MMC (prismatic type of size 12cm x 6cm x 2.5cm) provided 200.00 375.72 No.

with bituminous adhesive 100g. with each unit for fixing. (High

Intensity grade)

Road marking with hot applied thermoplastic paints with reflectorising

glass beads on bitumin surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including reflectorising glass

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

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

to be level, uniform and free from streaks and holes. zebra patta

/bump patta lane/center line/ edge line/cut patta. The white color 125.20 367.72 Sq.m

marking should provide liminance coefficinet on cemend road shalll be

min 130 mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux

during the service life reflectivity and skid resistance as mentioned in

the section15 of IRC 35-2015. Warranty for the Retro reflectivity

should be two years.

Signature of Contractor. Karjan Nagarpalika

KARJAN NAGARPALIKA, KARJAN Page No.

Karjan Nagarpalika, Karjan

Name of Project :- Bid Documents for Construction Work of R.C.C. Road and Widening at Various Area, at.Karjan

Nagarpalika, under SJMMSVY-MMSSY, Dist:- Vadodara (2nd Attempt)

Name of Work: Construction of R.C.C. Road and Widening from Bhathiji Temple to Ganga Society, At.Karjan

Item Qty. Rate Per Amount

Scarifying gravelled macadam or bitumen macadam surface 6 cm to

10 cm.depth including stacking useful materials on road side and 1125.00 40.61 Sq.m

disposing off remaining stuff.

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

base for road work including removing the excavated stuff and

depositing on the road side slope as directed upto 50Mt.lead.

Carting of debris, ruff kota stone, earth or any wastage material on

site including loading, unloaing within municipality area as directed by 225.00 165.23 Cu.m

engineer in charge (a) 3.00 km

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

sand : 6- hand broken stone aggregates 40 mm nominal size) and

curing complete excluding cost of formwork in (A) Foundation and

Providing and laying in position Ready Mixed M-250 grade 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

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, 225.00 4896.32 Cu.m

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 475 kg)

Providing Pre-moulded asphalt filler joints as per drawings. (A) 12mm

Providing TMT Bar FE 500D reinforcement for R.C.C. work including

bending, binding and placing in position complete upto floor two level 5625.00 77.29 Kg.

Labour charges for concreting with vacume dewatering technique

(Trimix or equivalent type) including loding, unloading, carting,

compaining complete with "C" channels as per requirement and labour

charges as directed by engineer-in-charge

Rising existing mainhole chamber with required all material and labour

after that refitting mainhole frame and cover as per direction of 25.00 1515.00 No.

engineer in charge etc. complete

KARJAN NAGARPALIKA, KARJAN Page No.

RCC precast MH frame & cover manufacture, supply & delivery at

store or at site of work precast RCC M200 frame & cover suitable to

drainage MH and as per type design & drawing including cost of

reinforecement MS angles or flat, curing mold work, etc.

Heavy duty Frame suitable for 50 cm opening of MH 25.00 1132.21 No.

Heavy duty Cover suitable for 50 cm opening of MH 25.00 1184.73 No.

Supplying and fixing cat eye (Stimsonite) made out from Acrilo

beautile sterine injuction high compressed molding with reflector

made of MMC (prismatic type of size 12cm x 6cm x 2.5cm) provided 136.00 375.72 No.

with bituminous adhesive 100g. with each unit for fixing. (High

Intensity grade)

Road marking with hot applied thermoplastic paints with reflectorising

glass beads on bitumin surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including reflectorising glass

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

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

be level, uniform and free from streaks and holes. zebra patta /bump

patta lane/center line/ edge line/cut patta. The white color marking

should provide liminance coefficinet on cemend road shalll be min

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

service life reflectivity and skid resistance as mentioned in the

section15 of IRC 35-2015. Warranty for the Retro reflectivity should

Excavation for foundation upto 1.5 m depth including sorting out and

stacking of useful materials and disposing off the excavated stuff upto 135.00 120.01 Cu.m

50 Meter lead.(A) Loose or soft soil

The precast drain size above 600 x 600 mm drain segment shall be

jointed using flange-bolt connections with bolts and round washers’

arrangement, supplied as part of the Drain. Each section shall have tie-

shaped grooves (10–20 mm width and 25 mm depth) on both ends for

proper joint alignment and secure positioning. The precast product

shall have special in-built lifting insert provisions at appropriate

locations to enable safe and fast mechanical installation, including

supply and transportation. The Precast Product shall be manufactured

using advanced precast technology with High-Performance Self-

Compacting Concrete (SCC) of minimum C-40 cylinder strength / M-

50 cube strength, duly steam cured to achieve enhanced durability. 225.00 5705.49 Rmt

The concrete mix shall use OPC 53 grade cement with approved

admixtures as per IS 456:2000, and coarse and fine aggregates from

natural sources. Reinforcement shall consist of TMT/TMX bars of Fe-

500D grade or higher, conforming to IS 1786, fabricated using in-

house automated reinforcement cage-making systems to ensure

uniformity and precision. The load-carrying capacity shall be designed

for 5-ton wheel/point load and 10-ton axle loading, suitable for heavy

vehicular movement of longitudinal drain. Each lid shall be provided

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

water discharge. Precast U-shape Drain T-25 (600*600 MM)

Fixing at site of precast item of High performance concrete. Cost to

include leveling, machinery for placement and filing of joints all

complete as directed by Engineer Incharge Precast U-shape Drain T-

KARJAN NAGARPALIKA, KARJAN Page No.

The load-carrying capacity shall be designed for 5-ton wheel/point

load and 10-ton axle loading, suitable for heavy vehicular movement

of longitudinal drain. Each lid shall be provided with two standard slits

of 155 mm x 20 mm along the width for storm water discharge. The

Precast Product shall be manufactured using advanced precast

technology with High-Performance Self-Compacting Concrete (SCC) of

minimum C-40 cylinder strength / M-50 cube strength, duly steam

cured to achieve enhanced durability. The concrete mix shall use OPC

53 grade cement with approved admixtures as per IS 456:2000, and

coarse and fine aggregates from natural sources. Reinforcement shall

consist of TMT/TMX bars of Fe-500D grade or higher, conforming to IS

1786, fabricated using in-house automated reinforcement cage-

making systems to ensure uniformity and precision. Precast Lid Cover

with hole for U-shape Drain T-25 (600*600 MM)

Fixing at site of precast item of High performance concrete. Cost to

include leveling, machinery for placement and filing of joints all

complete as directed by Engineer Incharge Precast Lid Cover with hole

for U-shape Drain T-25 (600*600 MM)

Signature of Contractor. Karjan Nagarpalika

KARJAN NAGARPALIKA, KARJAN Page No.

Karjan Nagarpalika, Karjan

Name of Project :- Bid Documents for Construction Work of R.C.C. Road and Widening at Various Area, at.Karjan

Nagarpalika, under SJMMSVY-MMSSY, Dist:- Vadodara (2nd Attempt)

Name of Work: Construction of R.C.C. Road and Widening from Surendranath Society to Moti Mahal Hotel TP Road,

Item Qty. Rate Per Amount

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

base for road work including removing the excavated stuff and

depositing on the road side slope as directed upto 50Mt.lead.

Carting of debris, ruff kota stone, earth or any wastage material on

site including loading, unloaing within municipality area as directed by 702.00 165.23 Cu.m

engineer in charge (a) 3.00 km

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

sand : 6- hand broken stone aggregates 40 mm nominal size) and

curing complete excluding cost of formwork in (A) Foundation and

Providing and laying in position Ready Mixed M-250 grade 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

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, 468.00 4896.32 Cu.m

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 475 kg)

Providing Pre-moulded asphalt filler joints as per drawings. (A) 12mm

Providing TMT Bar FE 500D reinforcement for R.C.C. work including

bending, binding and placing in position complete upto floor two level 11700.00 77.29 Kg.

Labour charges for concreting with vacume dewatering technique

(Trimix or equivalent type) including loding, unloading, carting,

compaining complete with "C" channels as per requirement and labour

charges as directed by engineer-in-charge

RCC precast MH frame & cover manufacture, supply & delivery at

store or at site of work precast RCC M200 frame & cover suitable to

drainage MH and as per type design & drawing including cost of

reinforecement MS angles or flat, curing mold work, etc.

Heavy duty Frame suitable for 50 cm opening of MH 20.00 1132.21 No.

Heavy duty Cover suitable for 50 cm opening of MH 20.00 1184.73 No.

KARJAN NAGARPALIKA, KARJAN Page No.

Supplying and fixing cat eye (Stimsonite) made out from Acrilo

beautile sterine injuction high compressed molding with reflector

made of MMC (prismatic type of size 12cm x 6cm x 2.5cm) provided 156.00 375.72 No.

with bituminous adhesive 100g. with each unit for fixing. (High

Intensity grade)

Road marking with hot applied thermoplastic paints with reflectorising

glass beads on bitumin surface providing and laying a hot applied

thermoplastic compound 2.5 mm thick including reflectorising glass

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

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

to be level, uniform and free from streaks and holes. zebra patta

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

marking should provide liminance coefficinet on cemend road shalll be

min 130 mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux

during the service life reflectivity and skid resistance as mentioned in

the section15 of IRC 35-2015. Warranty for the Retro reflectivity

should be two years.

Signature of Contractor. Karjan Nagarpalika

KARJAN NAGARPALIKA, KARJAN Page No.