Highways Department Tender

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Highways Department Tender

Civil And Construction

Road Construction

Eprocure

Kallakurichi, Tamil Nadu

Opening Date5 Aug 2023

Closing Date23 Aug 2023

Tender Amount₹ 5,23,70,000

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Costs

EMD
₹ 2,73,000
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Refer Documents
Tender Fee
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Summary

Tn No 18 2023 24 Hdo Dt 26 07 23 Kki 79

Description

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Tender Id
2023_HWAY_354421_1
Bid Award Id
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Tender No
TN No 18 2023 24 HDO Dt 26 07 23 KKI 79
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://tntenders.gov.in

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Documents

Tender Notice-1350.8 kBTendernotice_1.pdf

Tender Notice

BOQ-1422.9 kBBOQ_422620.xls

BOQ

Document-32.1 MBVolume2.pdf

Price Bid Document Volume II

Document-2815.1 kBVolume1.pdf

Pre Qualification Document Volume I

Document-160.3 kBTender_Detail_2023...Tender_Detail_2023_HWAY_354421_1.html

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BOQ Items

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Quantity-

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Amount -

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Excavation for Roadway and drainage 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. Box Cutting for Widening Portion & Foundation of Retaining wall Morth No. 111, 112, 301, 305, 900

Quantity-

Rate-

Amount -

Road A

Quantity1505.85

Rate168730

Amount 112.05

Road F (Retaining Wall)

Quantity251.08

Rate28133

Amount 112.05

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 of MORTH Specification- for grading- V Material. MORTH No. 111, 112, 401, 900

Quantity-

Rate-

Amount -

Road A

Quantity633.54

Rate968961

Amount 1529.44

Road A (Box culvert)

Quantity112.52

Rate172092

Amount 1529.44

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 of MORTH Specification- for grading- III Material. MORTH No. 111, 112, 401, 900

Quantity-

Rate-

Amount -

Road A

Quantity342.44

Rate556143

Amount 1624.06

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 Optimum Moisture Content in accordance with IS 2720 (part 8) 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) MORTH No.111,112,406,900

Quantity-

Rate-

Amount -

Road A

Quantity1956.86

Rate3673143

Amount 1877.06

Road B

Quantity291.75

Rate556880

Amount 1908.76

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. MORTH No.111,112,406,900

Quantity-

Rate-

Amount -

Road A

Quantity10762.7

Rate804296

Amount 74.73

Road B

Quantity2917.5

Rate263158

Amount 90.2

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 granular surface treated with primer as per clause 503 - over granular surfaces treated with primer. MORTH No.111,112,501,503,900

Quantity-

Rate-

Amount -

Road A

Quantity10762.7

Rate179414

Amount 16.67

Road B

Quantity2917.5

Rate52835

Amount 18.11

Tack coat - Providing and laying Tack Coat over Cement Concrete surface using 0.30 Kg of Bitumen Emulsion (RS1) per sqm for preparatory to an other bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5

Quantity-

Rate-

Amount -

Road A

Quantity237.27

Rate4505

Amount 18.99

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 bituminous surface cleaned with mechanical broom and high pressure air jet,or other means as directed by the Engineer.As per clause 503 - over bituminous surfaces. MORTH No.111,112,501,503,900

Quantity-

Rate-

Amount -

Road B

Quantity750

Rate22080

Amount 29.44

Road C

Quantity12000

Rate289200

Amount 24.1

Road D

Quantity6750

Rate162675

Amount 24.1

Road E

Quantity21562.5

Rate634800

Amount 29.44

Bituminous Macadam (Table - 500-10) - (Providing and laying Bituminous Macadam with Central 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 Clause 505 MORT&H Rev-V) - Grading II. MORTH No.111,112,501,505,900

Quantity-

Rate-

Amount -

Road A

Quantity538.15

Rate4272179

Amount 7938.64

Road B

Quantity145.87

Rate1203299

Amount 8249.12

Road C

Quantity137.26

Rate1089657

Amount 7938.64

Road D

Quantity77.64

Rate616356

Amount 7938.64

Road E

Quantity248.09

Rate2046524

Amount 8249.12

Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with Central mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II MORTH No. 111, 112, 501, 507, 900

Quantity-

Rate-

Amount -

Road A

Quantity330

Rate3353585

Amount 10162.38

Road B

Quantity110.02

Rate1160763

Amount 10550.48

Road C

Quantity360

Rate3658456

Amount 10162.38

Road D

Quantity202.5

Rate2057881

Amount 10162.38

Road E

Quantity646.88

Rate6824894

Amount 10550.48

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. Using Excess Box Cut Earth for Berms including Compaction by power roller.MORTH No. 111, 112, 301, 305, 900

Quantity-

Rate-

Amount -

Road A

Quantity395.06

Rate10062

Amount 25.47

Excavation for Roadway and drainage 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. Formation of embankment for diversion road carted earth with an average lead of 4 km including compaction by using power roller.

Quantity-

Rate-

Amount -

Road A (Box culvert)

Quantity1502.48

Rate314769

Amount 209.5

Road B

Quantity190.6

Rate50964

Amount 267.39

Road C

Quantity634.4

Rate132906

Amount 209.5

Road D

Quantity358.4

Rate75084

Amount 209.5

Road E

Quantity1145.4

Rate306268

Amount 267.39

Filling behind Retaining wall using Carted Earth with an average lead of 4Kms including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete.

Quantity-

Rate-

Amount -

Road F (Retaining Wall)

Quantity49.79

Rate9838

Amount 197.6

Dismantling Slvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc, as per MORTH. Specification Dismantling Cut Stone Slabs / RCC Slabs. MORTH NO. 111, 112, 202

Quantity-

Rate-

Amount -

Road A (Box culvert)

Quantity33.75

Rate15737

Amount 466.3

Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification Dismantling Stone / Masonry Cement mortar walls under 3m high. MORTH No. 111, 112, 202

Quantity-

Rate-

Amount -

Road A (Box culvert)

Quantity78.38

Rate20175

Amount 257.4

Earth work Excavation in all classes of soils except hard rock not 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, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation of culverts.

Quantity-

Rate-

Amount -

Road A (Box culvert)

Quantity924.13

Rate243092

Amount 263.05

Plain Cement Concrete of grade M10 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Retaining wall.

Quantity-

Rate-

Amount -

Road F (Retaining Wall)

Quantity22.83

Rate119617

Amount 5239.5

Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall.

Quantity-

Rate-

Amount -

Road A (Box culvert)

Quantity44.26

Rate263542

Amount 5954.41

Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20 mm ISS hard 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 Base Slab, Key, Wall, Top slab.

Quantity-

Rate-

Amount -

Road A (Box culvert)

Quantity181.58

Rate2071092

Amount 11405.95

Vibrated Cement Concrete M20 grade (Nominal 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 as per standard specification as per MORTH No..111, 112, 900, 1000, 1500, 1700, 2200.

Quantity-

Rate-

Amount -

Road A (Box culvert)

Quantity301.22

Rate2400346

Amount 7968.75

Vibrated Cement Concrete M20 Grade (Nominal Mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Retainingwall below sill MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900

Quantity-

Rate-

Amount -

Road F (Retaining Wall)

Quantity141.82

Rate1012061

Amount 7136.24

Vibrated Cement Concrete M20 Grade (Nominal Mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Retainingwall above sill MORTH No. 111, 112, 1000, 1500, 1700, 2200, 900

Quantity-

Rate-

Amount -

Road F (Retaining Wall)

Quantity124.89

Rate1114092

Amount 8920.59

Providing and fixing 100mm 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-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications. MORTH No. 2706, 900

Quantity-

Rate-

Amount -

Road F (Retaining Wall)

Quantity69.18

Rate12279

Amount 177.5

Supplying and fixing of Bitumen Felt 15mm thick Pad expansion gap provided in between Retaining wall as shown in the drawing including cost and conveyance of expansion joints etc., (Sl.No : M-0617), P.No:58 of SOR 2023-24)

Quantity-

Rate-

Amount -

Road F (Retaining Wall)

Quantity6.05

Rate1417

Amount 234.3

Re Filling using excavated earth laying, handling charges and filling in layers,tamping under optimum moisture content to get the maximum density by watering with all leads for water including all other incidental charges such as bailing out water if necessary forming protective bunds etc., complete for Retaining wall (Filling charges only)

Quantity-

Rate-

Amount -

Road F (Retaining Wall)

Quantity251.08

Rate9779

Amount 38.95

Supply and fabrication of STEEL grade Fe500 with suitable anti corrsive measure required for all there inforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing there infor cement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete.

Quantity-

Rate-

Amount -

Road A (Box culvert)

Quantity11.94

Rate1131678

Amount 94804.27

Supply of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 2003 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete. MORTH No. 2900, 900

Quantity-

Rate-

Amount -

Road A (Box culvert)

Quantity40

Rate155520

Amount 3888

Hoisting and fixing of 1000 mm dia pipes proper gradient including all labour charges and all other incidental charges etc., complete. MORTH No. 2904, 2905, 2906

Quantity-

Rate-

Amount -

Road A (Box culvert)

Quantity40

Rate9680

Amount 242

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 44376287

Add GST at 18%

Quantity1

Rate-

Amount 7987732

Total Value put to Tender

Quantity1

Rate-

Amount 52364019

Quoted value

Quantity1

Rate-

Amount -

Final Quoted Value

Quantity1

Rate-

Amount -

Add GST at 18% of Final Quoted Value

Quantity1

Rate-

Amount -

Total Value of Contract Including 18% of GST

Quantity1

Rate-

Amount -

Basic cost of value put to tender as per Estimate

Quantity-

Rate44376287

Amount -

Quoted Rate in Figures (Total Value of Contract Including 18% of GST )

Quantity-

Rate-

Amount -

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