Highways Department Tender

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Highways Department Tender

Civil And Construction

Bridge Construction

Eprocure

Chengalpattu, Tamil Nadu

Opening Date3 Feb 2022

Closing Date10 Mar 2022

Tender Amount₹ 7,68,00,000

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Costs

EMD
₹ 4,00,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Cpt Division Cpt Sub Division Chn-052 Cridp 2021-2022

Description

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Tender Id
2022_HWAY_221488_1
Bid Award Id
View
Tender No
TN.38/SI.01/CPT/CPT SUB/CHN-052/CRIDP 2021-22
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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Documents

Tender Notice-1125.2 kBTendernotice_1.pdf

TENDER NOTICE

BOQ-1417.3 kBBOQ_261877.xls

Bill Of Quantities (Schedule A)

Corrigendum-1115.5 kBVolumeI_PQCORRIGEN...VolumeI_PQCORRIGENDUM_TN38.Sl.1.pdf

Document-2990.1 kBPrice_Bid_TN_38_SI...Price_Bid_TN_38_SI_01.pdf

Price Bid Volume II

Document-1584.5 kBPQ_TN_38_SI_01.pdf

Pre Qualification Volume I

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

Road A

Quantity269

Rate-

Amount 1512.79

Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader onprepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - for grading- V Material. as per MORT&H Rev. V specifications No.111,112,401,900.

Quantity-

Rate-

Amount -

Road A

Quantity700

Rate-

Amount 1422.05

Wet Mix Macadam (Table 400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406) .as per MORT&H Rev. V specifications No.111.112.406.900.

Quantity-

Rate-

Amount -

Road A

Quantity673

Rate-

Amount 1727.2

Prime coat (Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502) - over WMM.as per MORT&H Rev. V specifications No.111,112,502,900.

Quantity-

Rate-

Amount -

Road A

Quantity2692

Rate-

Amount 68.11

Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer.as per MORT&H Rev. V specifications No.111,112,503,900

Quantity-

Rate-

Amount -

Road A

Quantity2692

Rate-

Amount 15.78

Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over bituminous surfaces as per MORT&H Rev. V specifications No.111,112,503,900.

Quantity-

Rate-

Amount -

Road A

Quantity12600

Rate-

Amount 21.96

Road B

Quantity83370

Rate-

Amount 21.95

Providing and laying Bituminous Macadam which work shall consist of construction, using crushed aggregates, premixed with VG 30 Grade Bitumen at the rate of 3.40% by weight of the total mix confirming to the aggregates and binder as per table no.500-7 in the Hot mix plant, transporiting the mix to the worksite, laying with paver finisher and compaction with smooth wheeld and vibratory roller in accordance with the requirements of the specification and in confirmity with the drawing as directed by the Engineer for BM (Grade-II) as per MORTH No. 111, 112, 504 900

Quantity-

Rate-

Amount -

Road A

Quantity150

Rate-

Amount 7541.5

Road B

Quantity848

Rate-

Amount 7541.5

Dense Graded Bituminous Macadam 50-75mm thick (Table -500-10)(Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade -30) at percentage specified by JMF by weight of total mix of mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No.505) Grading II .as per MORT&H Rev. V specifications No.111,112,505, 900

Quantity-

Rate-

Amount -

Road A

Quantity296

Rate-

Amount 8947.32

Providing and laying Bituminous Concrete which work shall consist of construction using coarse aggregates (Table 500-17) premixed with VG 40 Grade Bitumen at the rate of minimum 5.40% by weight of the total mix confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporiting the mix to the worksite, laying with paver finisher and compaction with smooth wheeld and vibratory roller in accordance with the requirements of the specification and in confirmity with the drawing as directed by the Engineer for BC (Grade-II) as per MORTH No. 111, 112, 507, 900

Quantity-

Rate-

Amount -

Road A

Quantity612

Rate-

Amount 10268.73

Road B

Quantity3335

Rate-

Amount 10268.73

Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer Formation of embankment using Carted Earth for berms with an average lead of 8 km as per MORT&H Rev. V specifications No .111,112,301,305.

Quantity-

Rate-

Amount -

Road A

Quantity242

Rate-

Amount 245.9

Road B

Quantity1599

Rate-

Amount 245.9

Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for foundation of Drain

Quantity-

Rate-

Amount -

Road A

Quantity896

Rate-

Amount 130.2

Filling with stone dust including cost and conveyance of material to work site including labour charges for filling, laying, compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers including all other material charges etc, complete below leveling course

Quantity-

Rate-

Amount -

Road A

Quantity64

Rate-

Amount 275.64

Plain cement concrete of grade M15 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of form work, soft water, labour charges for mixing transporting, laying, and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting, etc, complete as per relevant standard specifications for foundation

Quantity-

Rate-

Amount -

Road A

Quantity64

Rate-

Amount 5509.43

Vibrated Reinforced Cement Concrete M 25(Design Mix) grade using 20mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for Culvert

Quantity-

Rate-

Amount -

Road A

Quantity373

Rate-

Amount 12468.71

Supply and fabrication of steel grade Fe- 500 D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc. complete

Quantity-

Rate-

Amount -

Road A

Quantity42.4

Rate-

Amount 83689

Providing and fixing of M.S Gratings of 300 x 200 mm size with M.S flats of 25x10 mm for outer frames, 25x6 mm for inner braces including cost and conveyance of materials and gratings and fixing them in position.

Quantity-

Rate-

Amount -

Road A

Quantity80

Rate-

Amount 504

Supplying and fixing of Reinforced Cement Concrete Man hole cover 750 mm dia with frames as per IRC SP 50- 1999 as directed by the Departmental officers including labour charges for fixing at every intervals of 5 m along the drain including all other incidental charges etc., complete

Quantity-

Rate-

Amount -

Road A

Quantity80

Rate-

Amount 2942

Sub Work Box Culvert Dismantling the Plain Cement Concrete walls, clearing away and carefully stacking materials useful for reuse for any thickness of walls etc, complete

Quantity-

Rate-

Amount -

Road A Km.58/8

Quantity5

Rate-

Amount 381

Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for foundation of Drain, Culvert

Quantity-

Rate-

Amount -

Road A Km.60/0

Quantity181

Rate-

Amount 130.2

Road A Km.58/8

Quantity219

Rate-

Amount 130.2

Plain cement concrete of grade M15 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of form work, soft water, labour charges for mixing transporting, laying, and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting, etc, complete as per relevant standard specifications for foundation

Quantity-

Rate-

Amount -

Road A Km.60/0

Quantity8.3

Rate-

Amount 5509.43

Road A Km.58/8

Quantity11.4

Rate-

Amount 5496.5

Vibrated Reinforced Cement Concrete M 25(Design Mix) grade using 20mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for Culvert

Quantity-

Rate-

Amount -

Road A Km.60/0

Quantity24.7

Rate-

Amount 11109.95

Road A Km.58/8

Quantity70.5

Rate-

Amount 10934.06

Vibrated Cement Concrete M 20(Nominal Mix) grade using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for Wing wall & Parapet wall

Quantity-

Rate-

Amount -

Road A Km.60/0

Quantity63.7

Rate-

Amount 7223.65

Road A Km.58/8

Quantity1.2

Rate-

Amount 6419.19

Supply and fabrication of steel grade Fe- 500 D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc. complete

Quantity-

Rate-

Amount -

Road A Km.60/0

Quantity1.91

Rate-

Amount 83689

Road A Km.58/8

Quantity5.09

Rate-

Amount 83689

Vibrated Reinforced Cement Concrete of grade M30 (Design Mix) using 25mm, 12mm,6mm ISS Graded HBGS Jelly including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, and incidental charges such as paling out water, complete as per relevant standard specification, wearing coat of 75mm uniform thickness over deck slab and approach slab

Quantity-

Rate-

Amount -

Road A Km.60/0

Quantity16

Rate-

Amount 562.1

Road A Km.58/8

Quantity50

Rate-

Amount 561.12

Wet Mix Macadam (Table 400-13) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406) .as per MORT&H Rev. V specifications No.111.112.406.900.

Quantity-

Rate-

Amount -

Road A Km.58/8

Quantity140

Rate-

Amount 1727.2

Prime coat (Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502) - over WMM.as per MORT&H Rev. V specifications No.111,112,502,900.

Quantity-

Rate-

Amount -

Road A Km.58/8

Quantity700

Rate-

Amount 68.11

Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer.as per MORT&H Rev. V specifications No.111,112,503,900

Quantity-

Rate-

Amount -

Road A Km.58/8

Quantity700

Rate-

Amount 15.78

Providing and laying Bituminous Macadam which work shall consist of construction, using crushed aggregates, premixed with VG 30 Grade Bitumen at the rate of 3.40% by weight of the total mix confirming to the aggregates and binder as per table no.500-7 in the Hot mix plant, transporiting the mix to the worksite, laying with paver finisher and compaction with smooth wheeld and vibratory roller in accordance with the requirements of the specification and in confirmity with the drawing as directed by the Engineer for BM (Grade-II) as per MORTH No. 111, 112, 504 900

Quantity-

Rate-

Amount -

Road A Km.58/8

Quantity49

Rate-

Amount 7541.5

Providing and laying Bituminous Concrete which work shall consist of construction using coarse aggregates (Table 500-17) premixed with VG 40 Grade Bitumen at the rate of minimum 5.40% by weight of the total mix confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporiting the mix to the worksite, laying with paver finisher and compaction with smooth wheeld and vibratory roller in accordance with the requirements of the specification and in confirmity with the drawing as directed by the Engineer for BC (Grade-II) as per MORTH No. 111, 112, 507, 900

Quantity-

Rate-

Amount -

Road A Km.58/8

Quantity28

Rate-

Amount 10268.73

Calculation of SubTotal, GST and Total Amount carried out by system automatically

Quantity-

Rate-

Amount -

Basic cost of value put to tender as per estimate

Quantity1

Rate-

Amount 68560356

Add GST at 12%

Quantity1

Rate-

Amount 8227243

Total Value put to Tender

Quantity1

Rate-

Amount 76787599

Quoted value

Quantity1

Rate-

Amount -

Final Quoted Value

Quantity1

Rate-

Amount -

Add GST at 12% of Final Quoted Value

Quantity1

Rate-

Amount -

Total Value of Contract Including 12% of GST

Quantity1

Rate-

Amount -

Basic cost of value put to tender as per Estimate

Quantity-

Rate-

Amount -

Quoted Rate in Figures (Total Value of Contract Including 12% of GST )

Quantity-

Rate-

Amount -

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