Highways Department Tender

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Highways Department Tender

Civil And Construction

Road Construction

Eprocure

Tiruchirappalli, Tamil Nadu

Opening Date10 Feb 2022

Closing Date8 Mar 2022

Tender Amount₹ 8,38,80,000

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Costs

EMD
₹ 4,30,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Try-72-trichy H Candm Subdivision

Description

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Contact

Tender Id
2022_HWAY_221819_6
Bid Award Id
View
Tender No
TN.NO.52/2021-2022
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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Documents

Tender Notice-1152.7 kBTendernotice_1.pdf

BOQ-1470.0 kBBOQ_262399.xls

Document-44.9 MBDRAW72.pdf

Document-3450.8 kBPQVol1TRY72.pdf

Document-2344.9 kBPriceVol2TRY72.pdf

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

Road-B

Quantity2747.91

Rate-

Amount 96.6

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 on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - for Grading III Material. as per MORT&H Rev. V specifications No.111,112,401,900.

Quantity-

Rate-

Amount -

Road-A

Quantity349.96

Rate-

Amount 1758.88

Road-B

Quantity431.31

Rate-

Amount 1772.08

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 on prepared 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

Quantity962.39

Rate-

Amount 1666.93

Road-B

Quantity1186.13

Rate-

Amount 1680.13

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

Quantity874.9

Rate-

Amount 1908.6

Road-B

Quantity1078.31

Rate-

Amount 1908.6

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

Quantity3499.6

Rate-

Amount 68.43

Road-B

Quantity4313.2

Rate-

Amount 68.43

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

Quantity3499.6

Rate-

Amount 15.9

Road-B

Quantity4313.2

Rate-

Amount 15.9

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 the existing BT surfaces treated with primer.as per MORT&H Rev. V specifications No.111, 112, 503, 900.

Quantity-

Rate-

Amount -

Road-A

Quantity7386

Rate-

Amount 22.05

Road-B

Quantity9593.25

Rate-

Amount 22.05

Advance BT patch work to an average thickness of 50mm using 45mm IRC size HBG metals with 44kg of (VG10) 80/100 grade bulk bitumen per 1 cum metals including premixing, laying over the existing BT surface and compaction including all labour and other incidental charges etc., completed as per clause 3004-2 and in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 501 & 900.

Quantity-

Rate-

Amount -

Road-A

Quantity25.01

Rate-

Amount 3738.87

Road-B

Quantity20.63

Rate-

Amount 3754.72

Providing and laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade-30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504 and in accordance with standard specifications for Grading II as per MORTH Vth Rev. 111, 112, 504 & 900

Quantity-

Rate-

Amount -

Road-A

Quantity561.78

Rate-

Amount 7852

Road-B

Quantity729.88

Rate-

Amount 7852

Bituminous Concrete (Table 500-17) (Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade - 30) at percentage specified by JMF 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. 507 complete in all respects) - Grading II as per MORT&H Rev. V specifications No.111, 112, 507, 900.

Quantity-

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Amount -

Road-A

Quantity326.57

Rate-

Amount 10098.58

Road-B

Quantity424.28

Rate-

Amount 10098.58

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 as per MORTH Specification. Refilling with excavated earth for side berms

Quantity-

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Amount -

Road-A

Quantity633.34

Rate-

Amount 22.57

Road-B

Quantity822.85

Rate-

Amount 22.57

Box Culvert

Quantity-

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Amount -

Dismantling Culverts,bridges and other structures Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.a) Dismantling brick masonry/ stone masonry in cement mortar MORTH 111 112 202

Quantity-

Rate-

Amount -

Road-A

Quantity218.2

Rate-

Amount 221.9

Road-B

Quantity314.11

Rate-

Amount 221.9

Removal of 750 mm dia old RCC pipe and collar including cutting trenches wherever necessary handing over the same at the section store and disposing of waste materials in compliance with standard specification and as directed by the Engineer in charge including all incidental charges etc., Complete

Quantity-

Rate-

Amount -

Road-A

Quantity40.2

Rate-

Amount 700

Road-B

Quantity72.7

Rate-

Amount 700

Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deletrious matter and obstructions, trimming bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification -MORTH Vth Rev., 304 for Culvert..

Quantity-

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Amount -

Road-A

Quantity674.16

Rate-

Amount 226.8

Road-B

Quantity965.28

Rate-

Amount 226.8

Cement Concrete of grade M15 using 40mm ISS size HBG graded metal using with M-Sand including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor 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 LEVELLING COURSE as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900.

Quantity-

Rate-

Amount -

Road-A

Quantity63.2

Rate-

Amount 5767.6

Road-B

Quantity89.6

Rate-

Amount 5790.19

Vibrated Cement Concrete M 20 grade mix using 40mm ISS size hard broken granite metal including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all depths including hire, running and fuel charges for all tools and plants employed and in accordance with standard specification for as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900 - for culvert wing wall, parapet.

Quantity-

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Amount -

Road-A

Quantity289.66

Rate-

Amount 8740.29

Road-B

Quantity445.74

Rate-

Amount 8756.9

Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISShard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert.

Quantity-

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Amount -

Road-A

Quantity231.43

Rate-

Amount 10879.48

Road-B

Quantity323.3

Rate-

Amount 10953.5

Supply and fabrication of (HYSD) required for all RCC items of works involved in the schedule of drawings including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, positioning 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 as per standard specification. - MORTH Vth Rev., 1000, 1500, 1600 & 900

Quantity-

Rate-

Amount -

Road-A

Quantity16.54

Rate-

Amount 83688.7

Road-B

Quantity23.05

Rate-

Amount 83688.7

Vibrated Reinforced cement concrete M30 (Design mix) using 25mm, 12mm and 6mm ISS sized hard granite metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position excluding cost of steel and fabrication but including cost and labour charges for formwork, labour charges for laying compacting curing, including all incidental charges etc., complete for - MORTH Vth Rev., 1000, 1500, 1700, 2702, 2704 & 900 WEARING COAT 75MM uniform thickness

Quantity-

Rate-

Amount -

Road-A

Quantity137.28

Rate-

Amount 585.25

Road-B

Quantity188.76

Rate-

Amount 586.84

Stone Dust Filling in between the box culvert and wing wall including cost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete. MORTH Vth Rev.,

Quantity-

Rate-

Amount -

Road-A

Quantity566.69

Rate-

Amount 419.04

Road-B

Quantity871.88

Rate-

Amount 429.09

Supply of 1000mm dia RCC NP3 class pipes confirming to IS 458 specification as directed by the departmental officers including cost and conveyance of pipes to the worksite and all other incidental charges etc., complete as per standard specification as per MORTH Vth Rev., 1000, 2900 & 900 for diversion road

Quantity-

Rate-

Amount -

Road-A

Quantity60

Rate-

Amount 3794

Road-B

Quantity52.5

Rate-

Amount 3794

Laying and fixing of 1000mm dia RCC NP3 pipe in position excluding cost of pipes but including conveyance to work spot and handling charges on both sides including labour charges for hoisting and placing the pipes in position and packing the joints and all other incidental charges etc., complete as per standard specification as per MORTH Vth Rev., 2905, 2906 & 900

Quantity-

Rate-

Amount -

Road-A

Quantity60

Rate-

Amount 240

Road-B

Quantity52.5

Rate-

Amount 240

Collection and supply of Carted earth including cost and conveyance of 5km to worksite and stacking them on road side for taking premeasurements and spreading the same in the low berms as directed by the Engineer with initial lift including all labour charges and and tamping including all tools and plants and all other incidental charges etc., complete for in accordance with standard specifications as per MORTH Vth Rev., 111, 112, 408 & 900 - Diversion Road

Quantity-

Rate-

Amount -

Road-A

Quantity2829.76

Rate-

Amount 199.18

Road-B

Quantity2042.25

Rate-

Amount 199.18

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.for Diversion Road

Quantity-

Rate-

Amount -

Road-A

Quantity138.76

Rate-

Amount 1908.6

Road-B

Quantity105

Rate-

Amount 1908.6

Protective wall

Quantity-

Rate-

Amount -

Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deletrious matter and obstructions, trimming bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification -MORTH Vth Rev., 304 for Protective wall

Quantity-

Rate-

Amount -

Road-A

Quantity1184.58

Rate-

Amount 130.2

Road-B

Quantity672.8

Rate-

Amount 130.2

Vibrated Cement Concrete M20 Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement, centering, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants employed and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications as directed by the Engineer for Foundation as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100 For Protective wall

Quantity-

Rate-

Amount -

Road-A

Quantity217.37

Rate-

Amount 5877.76

Road-B

Quantity123.06

Rate-

Amount 5902.2

Vibrated Cement Concrete of grade M20 using 40mm ISS size HBG graded metal using with M-Sand including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor 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, as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900. complete for Protective wall (Below Sill)

Quantity-

Rate-

Amount -

Road-A

Quantity672.15

Rate-

Amount 7703.33

Road-B

Quantity383.28

Rate-

Amount 7702.9

Vibrated Cement Concrete of grade M20 using 40mm ISS size HBG graded metal using with M-Sand including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor 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, as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900. complete for Protective wall (Above Sill)

Quantity-

Rate-

Amount -

Road-A

Quantity1142.54

Rate-

Amount 9155.1

Road-B

Quantity651.71

Rate-

Amount 9115.09

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 74875161

Add GST at 12%

Quantity1

Rate-

Amount 8985019

Total Value put to Tender

Quantity1

Rate-

Amount 83860180

Negotiated Percentage

Quantity1

Rate-

Amount -

Final Negotiated Value

Quantity1

Rate-

Amount -

Add GST at 12% of Final Negotiated 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 percentage and Total Value of Contract Including 12% of GST

Quantity-

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Amount -

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