Highways Department Tender

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Highways Department Tender

Civil And Construction

Road Construction

Eprocure

Pudukkottai, Tamil Nadu

Opening Date10 Feb 2022

Closing Date14 Mar 2022

Tender Amount₹ 6,13,70,000

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Costs

EMD
₹ 3,17,000
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Tender Fee
Refer Documents

Summary

Try96 Keeranur H C And M Subdivision

Description

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Contact

Tender Id
2022_HWAY_221819_32
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

TENDER NOTICE

BOQ-1386.6 kBBOQ_262775.xls

BOQ

Document-31.2 MBTRY96drawings.pdf

DRAWINGS

Document-2296.3 kBPQVol1TRY96.pdf

PQDOCUMENTVOLUME1

Document-1276.9 kBPriceVol2TRY96.pdf

PRICEBIDDOCUMENTVOLUME II

Report Missing Document

BOQ Items

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Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all materias 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 Box cutting for widening portion.as per MORT&H Rev. V specifications No.100,111,112,304,305.

Quantity-

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Amount -

Road-A

Quantity4848.09

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 V Material. as per MORT&H Rev. V specifications No.111,112,401,900.

Quantity-

Rate-

Amount -

Road-A

Quantity1922.6

Rate-

Amount 1536.22

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

Quantity686.63

Rate-

Amount 1627.36

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

Quantity2764.35

Rate-

Amount 1787

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

Quantity13901.8

Rate-

Amount 68.47

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.

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Rate-

Amount -

Road-A

Quantity13901.8

Rate-

Amount 15.91

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-

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Amount -

Road-A

Quantity18421.8

Rate-

Amount 22.06

Providing and laying 50mm thick Bituminous Macadam using course aggregate and VG 30 bitumen which all consist of construction in a single course base/binder course confirming to the specification on a previously prepared base.(using Mini Hot Mix Plant and power roller) including cost of material,labour charged,rentals for machinery,fuel and all other incidental charges etc.,complete as per clause 504 MORTH Rev-5 (Mix in place method) (For Patch Work)

Quantity-

Rate-

Amount -

Road-A

Quantity1.5

Rate-

Amount 7318.28

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-

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Amount -

Road-A

Quantity1941.89

Rate-

Amount 7737.18

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-

Rate-

Amount -

Road-A

Quantity969.71

Rate-

Amount 9996.78

Spreading with available excavated earth layers, not exceeding limits including watering consolidation by power roller rolling including all labour charges and incidental charges etc., complete as directed by the Engineer.as per MORTH Vth Rev., 111, 112, 301, 304, 305, 2907 for making up low berms

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Rate-

Amount -

Road-A

Quantity2750.5

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 mortor MORTH 111 112 202

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Amount -

Road-A

Quantity122.22

Rate-

Amount 221.9

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

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Rate-

Amount -

Road-A

Quantity1223.65

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 BASE COURSE below foundation as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900

Quantity-

Rate-

Amount -

Road-A

Quantity73.52

Rate-

Amount 5482.7

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 wing wall and Parapapat wall as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900

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Rate-

Amount -

Road-A

Quantity314.52

Rate-

Amount 7374.18

Vibrated reinforced cement concrete design mix M25 grade using 20mm & 12 mm ISS size HBG graded metal crushed stone with M-Sand including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing including all incidental charges etc., complete - MORTH Vth Rev., 1000, 1500, 1600, 1700, 2200, 2300 & 900 for Box culvert

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Rate-

Amount -

Road-A

Quantity267.03

Rate-

Amount 10623.71

Supply and fabrication of (HYSD) Steel Grade as per Steel Schedule 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

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Rate-

Amount -

Road-A

Quantity19.93

Rate-

Amount 83688.7

Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite, cost and labour for semi-spherical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specification. -MORTH Vth Rev., 2700, 2706, 2707 & 900

Quantity-

Rate-

Amount -

Road-A

Quantity145.2

Rate-

Amount 193.5

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 excluding cost and fabrication of steel reinforcement including cost of premoulded expansion joints and fixing the same in position 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

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Rate-

Amount -

Road-A

Quantity168.72

Rate-

Amount 564.89

Collection and supply of Carted earth including cost and conveyance to worksite with and average lead of 5.0 km 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

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Rate-

Amount -

Road-A

Quantity2250.66

Rate-

Amount 199.18

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

Quantity-

Rate-

Amount -

Road-A

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

Quantity52.5

Rate-

Amount 240

Filling stone dust 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., 2907 Between Abutments and Wings

Quantity-

Rate-

Amount -

Road-A

Quantity107.73

Rate-

Amount 247.59

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

Quantity199.74

Rate-

Amount 1536.22

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

Quantity5.04

Rate-

Amount 1627.36

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

Quantity198.23

Rate-

Amount 1787

PCC - Retaining 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

Quantity-

Rate-

Amount -

Road-A

Quantity687.08

Rate-

Amount 193.2

Vibrated 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

Quantity68.56

Rate-

Amount 5513.47

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 Foundation and Below Sill as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900

Quantity-

Rate-

Amount -

Road-A

Quantity530.74

Rate-

Amount 5969.55

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 Above Sill as per MORTH Vth Rev., 1000, 1500, 1700, 2100 & 900

Quantity-

Rate-

Amount -

Road-A

Quantity840.78

Rate-

Amount 7307.28

Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite, cost and labour for semi-spherical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specification. -MORTH Vth Rev., 2700, 2706, 2707 & 900 for PCC Retaining wall

Quantity-

Rate-

Amount -

Road-A

Quantity178.2

Rate-

Amount 193.5

Refilling with available excavated earth inbetween Retaining wall and Road including all labour charges for filling in layers, watering, tamping under optimum moisture content to get the maximum density including all incidental charges etc., complete as directed by the Engineer for Retaining wall as per MoRTH Vth Rev., 111, 112, 301, 305

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Rate-

Amount -

Road-A

Quantity1221.37

Rate-

Amount 22.57

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

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Basic cost of value put to tender as per estimate

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Amount 54786264

Add GST at 12%

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Amount 6574352

Total Value put to Tender

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Amount 61360616

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Add GST at 12% of Final Quoted Value

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Total Value of Contract Including 12% of GST

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Basic cost of value put to tender as per Estimate

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