Highways Department Tender

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Highways Department Tender

Works

Civil And Construction

Road Construction

Eprocure

Namakkal, Tamil Nadu

Opening Date2 Sep 2024

Closing Date23 Sep 2024

Tender Amount₹ 5,39,90,000

Notes

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Costs

EMD
₹ 2,81,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Sendamangalam (h) Candm Sub Division (slm-18)

Description

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Widening from Single Lane to Intermediate Lane and Strengthening at km 0/0 - 2/0, 3/8 - 4/820 of Kilakkuvalavu - Nathukulipatti road (via) Elangiampatti road. including Construction of Retaining Wall at km 0/2, 0/6, 0/8, 0/10, 1/2, 1/8, 3/10, 4/2, 4/4, 4/6, 4/8 and Widening of Pipe Culvert at km 0/2, 0/8 ,0/10, 1/4, 1/6, 1/8, 1/10, 3/8, 3/10, 4/2, 4/6 (i), 4/6(ii), 4/8 and Construction Box Culvert at Km 0/6 (01-CRIDP-24-25-P-0983) (SLM-18)

Contact

Tender Id
2024_HWAY_479630_1
Bid Award Id
View
Tender No
8 / 2024-2025 / HDO, Dated. 22.08.2024-3
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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Documents

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Tender Notice-1259.7 kBTendernotice_1.pdf

Tender Notice No.8/2024-25/HDO, Dt.22.08.2024

BOQ-1425.0 kBBOQ_569777.xls

BOQ

Corrigendum-13.4 MBCorrigendum_Condit...Corrigendum_Conditions.pdf

Document-4823.0 kBSLM_18_Corri_PQ_Qu...SLM_18_Corri_PQ_Quantity.pdf

Document-3665.3 kBPQSendamangalam18....PQSendamangalam18.pdf

Pre Qualification Volume-1

2 More

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

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Amount -

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Dry Lean Cement Concrete Sub Base - Construction of Dry Lean Cement Concrete Sub Base over a prepared sub grade with coarse and fine aggregates conforming to IS : 383, the size of the aggregate not exceeding 25 mm, aggregate - cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 Kg / cum, concrete strength not to be less than 10 Mpa at 7 Days, mixed at site, compacted using vibrator, finishing and curing etc., complete as per clause 600,601 & 602 of MORTH Vth Revision

Quantity1050.23

Rate7273409

Amount 6925.54

Advance patch work 50mm thick using 45 mm IRC size HBG metal for making the pot holes and patching using VG 10 grade bitumen including mixing at the rate of 44 Kg / Cum of chips after trimming the pot holes or depression to proper shape and depth side painting with tack coat and compacting the layers as directed by Departmental officers etc., complete as per clause 111, 112, 501, 3004 & 900 of MORTH Vth Revision

Quantity22.58

Rate103431

Amount 4580.68

Advance patch work 25mm thick using 13.20 mm IRC size HBG metal for making the pot holes and patching using VG 10 grade bitumen including mixing at the rate of 44 Kg / Cum of chips after trimming the pot holes or depression to proper shape and depth side painting with tack coat and compacting the layers as directed by Departmental officers etc., complete as per clause 111, 112, 501, 3004 & 900 of MORTH Vth Revision

Quantity16.68

Rate85499

Amount 5125.89

Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111, 112, 501, 503 & 900 of MORTH Vth Revision

Quantity11616.52

Rate382880

Amount 32.96

Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 3.00 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 111, 112, 501, 503 & 900 of MORTH Vth Revision

Quantity5365

Rate123019

Amount 22.93

Providing, laying 70mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35 cum of 13.20-2.36 mm and 0.36 cum of 2.36 mm & below size IRC metal with 71.30 kgs of VG30 grade bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 70 mm with mechanical paver to the specified grades and cross section sand consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc.,including hire and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and allother tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per MoRTH specification clause No.111,112,501,505 & 900 - Grading I

Quantity369.95

Rate3937196

Amount 10642.51

Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG 30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per clause No. 111, 112, 501, 507 & 900 of MORTH vth Revision

Quantity509.45

Rate6269510

Amount 12306.43

Providing compaction for embankment / making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers. clause No. 111, 112, 301 to 305 & 900 of MORTH vth Revision

Quantity302

Rate10011

Amount 33.15

Earth Work excavation in all classes of soil except hard rock requiring blasting and deposting on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges including compacting with vibratory sioil compactor, watering, including all hire and fuel charges for all tools and plants removal of all other deleteriuos matter and obstructions, trimming of bottom of excavation, backfilling, clearing up the site and disposal of all surplus materials etc.,complete as per standard specification for formation of Diversion Road using Site Earth as per MORTH specification clause No. 111, 112, 301 to 305 & 900 of MORTH vth Revision

Quantity-

Rate-

Amount -

1.2) Construction of Box Culvert at Km 0/6 (Diversion Road)

Quantity82.5

Rate14236

Amount 172.56

Dismantling Culverts, Bridges and other Structures Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc as per clause No. 111, 112, 202 of MORTH vth Revision Dismantling Plain Cement Concrete

Quantity-

Rate-

Amount -

1.1) Wedining of pipe Culvert at Km 0/2, 0/8,0/10, 1/4,1/6, 1/8, 1/10, 3/8,3/10,4/2,4/6(i),4/6(ii),4/8

Quantity16.43

Rate7988

Amount 486.2

Earth Work excavation in all classes of soil except hard rock not requiring blasting and deposting 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 of all logs,stumps and other deleteriuos matter and obstructions,trimming of bottom of excavation,backfilling and clearing the site and disposal of all surplus materials etc.,complete as per standard specification for Foundation of Culvert and Retaining Wall as per clause 111, 112, 201, 202, 301 to 305 & 900 of MORTH Vth Revision

Quantity-

Rate-

Amount -

1.1) Wedining of pipe Culvert at Km 0/2, 0/8,0/10, 1/4,1/6, 1/8, 1/10, 3/8,3/10,4/2,4/6(i),4/6(ii),4/8

Quantity94.63

Rate16329

Amount 172.56

1.2) Construction of Box Culvert at Km 0/6

Quantity70.68

Rate12196

Amount 172.56

1.3) Construction of Retaining wall at Km 0/6

Quantity183.96

Rate31744

Amount 172.56

1.4) Construction of Retaining wall at Km 0/2,0/8,0/10

Quantity200.1

Rate34529

Amount 172.56

1.5) Construction of Retaining wall at Km 1/2,1/8

Quantity176.4

Rate30439

Amount 172.56

1.6) Construction of Retaining wall at Km 3/10

Quantity93.6

Rate16151

Amount 172.56

1.7) Construction of Retaining wall at Km 4/2,4/6

Quantity264.6

Rate45659

Amount 172.56

1.8) Construction of Retaining wall at Km 4/4,4/8

Quantity124.8

Rate21535

Amount 172.56

Vibrated Cement Concrete of grade M15 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site complying with required standards and specifications. including cost of formwork, mixing, laying and compacting using vibrator including hire and fuel charges for all Tools and Plants and incidental charges such as maintaining of protective bunds, coffer dams strutting etc., complete as per relevant standard specification for Base Concrete of Culverts and Retaining Wall as per clause as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision

Quantity-

Rate-

Amount -

1.1) Wedining of pipe Culvert at Km 0/2, 0/8,0/10, 1/4,1/6, 1/8, 1/10, 3/8,3/10,4/2,4/6(i),4/6(ii),4/8

Quantity19.03

Rate155685

Amount 8181.03

1.2) Construction of Box Culvert at Km 0/6

Quantity6.05

Rate49793

Amount 8230.41

1.3) Construction of Retaining wall at Km 0/6

Quantity61.32

Rate504688

Amount 8230.41

1.4) Construction of Retaining wall at Km 0/2,0/8,0/10

Quantity100.05

Rate823452

Amount 8230.41

1.5) Construction of Retaining wall at Km 1/2,1/8

Quantity58.8

Rate482496

Amount 8205.72

1.6) Construction of Retaining wall at Km 3/10

Quantity46.8

Rate381716

Amount 8156.34

1.7) Construction of Retaining wall at Km 4/2,4/6

Quantity88.2

Rate717211

Amount 8131.65

1.8) Construction of Retaining wall at Km 4/4,4/8

Quantity62.4

Rate507414

Amount 8131.65

Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Tools and Plants and incidental charges etc., complete as per relevent standard specification for Body wall of the Culvert as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision

Quantity-

Rate-

Amount -

1.1) Wedining of pipe Culvert at Km 0/2, 0/8,0/10, 1/4,1/6, 1/8, 1/10, 3/8,3/10,4/2,4/6(i),4/6(ii),4/8

Quantity155.42

Rate1899296

Amount 12220.41

Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Tools and Plants and incidental charges etc., complete as per relevent standard specification for Stem of the retaining wall as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision

Quantity-

Rate-

Amount -

1.4) Construction of Retaining wall at Km 0/2,0/8,0/10

Quantity311.03

Rate3682685

Amount 11840.29

1.6) Construction of Retaining wall at Km 3/10

Quantity152.37

Rate1774028

Amount 11642.9

1.8) Construction of Retaining wall at Km 4/4,4/8

Quantity203.16

Rate2365312

Amount 11642.61

Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm and below ISS HBG 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, Side Walls, Top Slab, Cover Slab of Box Culvert as per clause 900, 1000, 1500, 1600, 1700, 2100, 2200 & 2300 of MORTH Vth Revision

Quantity-

Rate-

Amount -

1.2) Construction of Box Culvert at Km 0/6

Quantity24.18

Rate388477

Amount 16066.07

Randam Rubble Masonry Retaining Wall in Cement Mortar 1:5 with simultaneous pointing using new good sized Rough Stone and 10% of Bond Stone including cost and conveyance of all materials from approved Quarry to site including cost of cement and all labour charges for mixing mortar,watering with all leads for good water and curing and all other incidental charges etc., complete as per relevant standard specification for Retaining Walls, and Parapets as per clause 1400, 1405,1406,1407 & 2908 of MORTH Vth Revision

Quantity-

Rate-

Amount -

1.3) Construction of Retaining wall at Km 0/6

Quantity355.28

Rate2900985

Amount 8165.35

1.5) Construction of Retaining wall at Km 1/2,1/8

Quantity405.99

Rate3305172

Amount 8141.02

1.7) Construction of Retaining wall at Km 4/2,4/6

Quantity393.68

Rate3176225

Amount 8068.04

Dry Stone Masonry Retaining Wall using with 50% new good sized Rough Stone and 50% of Blasted Stone with a head load of 200mts including cost and conveyance of all materials from approved Quarry to site and all labour charges required for breaking.packing the stones in position and all other incidental charges etc., complete as per relevant standard specification for Retaining Walls as per clause 1400, 1405 of MORTH Vth Revision

Quantity-

Rate-

Amount -

1.3) Construction of Retaining wall at Km 0/6

Quantity216.84

Rate903413

Amount 4166.27

1.5) Construction of Retaining wall at Km 1/2,1/8

Quantity210.19

Rate871607

Amount 4146.76

1.7) Construction of Retaining wall at Km 4/2,4/6

Quantity216.82

Rate886407

Amount 4088.22

Supply and fabrication of STEEL grade Fe500 D for all the reinforced cement concrete items of work involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement 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. as per standard specification as per clause 1000, 1500, 1600, 1700, 2100 & 2300 of MORTH Vth Revision

Quantity-

Rate-

Amount -

1.2) Construction of Box Culvert at Km 0/6

Quantity1.73

Rate188134

Amount 108937.27

Plastering with Cement Mortar 1:5 (One cement and Five Plastering sand), 20mm thick in all floors including curing etc. complete complying with standard specification and as directed by the departmental officers.

Quantity-

Rate-

Amount -

1.3) Construction of Retaining wall at Km 0/6

Quantity25.2

Rate18833

Amount 747.36

1.5) Construction of Retaining wall at Km 1/2,1/8

Quantity172.8

Rate129072

Amount 746.95

1.7) Construction of Retaining wall at Km 4/2,4/6

Quantity45

Rate33556

Amount 745.7

Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site and cost cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths Tools and Plants and incidental charges etc., complete as per relevent standard specification for Wing wall and Parapets as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision

Quantity-

Rate-

Amount -

1.2) Construction of Box Culvert at Km 0/6

Quantity19.91

Rate240630

Amount 12085.92

Providing and fixing Class I PVC seepage pipes of 110mm dia of required lengths for abutments and return walls including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain from the back fill as per section 2706 of MORTH specification (Rev- V)

Quantity-

Rate-

Amount -

1.4) Construction of Retaining wall at Km 0/2,0/8,0/10

Quantity150.5

Rate33727

Amount 224.1

1.6) Construction of Retaining wall at Km 3/10

Quantity78

Rate17479

Amount 224.1

1.8) Construction of Retaining wall at Km 4/4,4/8

Quantity104

Rate23306

Amount 224.1

Filling behind the Box Culvert with 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 and all other incidental charges etc., complete as per clause 304 & 2907 of MORTH Vth Revision

Quantity-

Rate-

Amount -

1.2) Construction of Box Culvert at Km 0/6

Quantity17.55

Rate14117

Amount 804.44

Refilling in between Retaining wall and Road Culverts with excavated earth including cost and conveyence to site including labour charges for filling in layers , watering , tamping under optimum moisture content to get themaximum density and all other incidental charges etc., complete as per clause 304 & 2907 of MORTH Vth Revision Specifications (labour charges only)

Quantity-

Rate-

Amount -

1.1) Wedining of pipe Culvert at Km 0/2, 0/8,0/10, 1/4,1/6, 1/8, 1/10, 3/8,3/10,4/2,4/6(i),4/6(ii),4/8

Quantity42.36

Rate2541

Amount 59.99

1.3) Construction of Retaining wall at Km 0/6

Quantity183.96

Rate11035

Amount 59.99

1.4) Construction of Retaining wall at Km 0/2,0/8,0/10

Quantity200.1

Rate12004

Amount 59.99

1.5) Construction of Retaining wall at Km 1/2,1/8

Quantity176.4

Rate10582

Amount 59.99

1.6) Construction of Retaining wall at Km 3/10

Quantity93.6

Rate5615

Amount 59.99

1.7) Construction of Retaining wall at Km 4/2,4/6

Quantity264.6

Rate15873

Amount 59.99

1.8) Construction of Retaining wall at Km 4/4,4/8

Quantity124.8

Rate7486

Amount 59.99

Filling behind Abutments and return walls with clean gritty freed raining gravel including cost of gravel having pi value less than 6, conveyance of gravel to worksite. Laying,handling charges and filling in layers tamping under optimum moiture content to get the maximum density, including watering, with all leads and lifts for water and all other incidental charges etc., complete as per clause 304 & 2907 of MORTH Vth Revision

Quantity-

Rate-

Amount -

1.3) Construction of Retaining wall at Km 0/6

Quantity163.84

Rate46315

Amount 282.69

1.4) Construction of Retaining wall at Km 0/2,0/8,0/10

Quantity261.86

Rate74025

Amount 282.69

1.5) Construction of Retaining wall at Km 1/2,1/8

Quantity169.1

Rate47802

Amount 282.69

1.6) Construction of Retaining wall at Km 3/10

Quantity136.35

Rate38544

Amount 282.69

1.7) Construction of Retaining wall at Km 4/2,4/6

Quantity180.9

Rate51138

Amount 282.69

1.8) Construction of Retaining wall at Km 4/4,4/8

Quantity181.8

Rate51393

Amount 282.69

Supply of NP3class RCC 1000mm dia hume pipes of 2.50m length confirming to IS458/1989 cost of pipes including all other incidental charges , testing charges, including Loading and Unloading charges, transport and delivery in good condition at work site as directed by the departmental officers etc., complete as per clause 1013,2900 & 2911 of MORTH Vth Revision

Quantity-

Rate-

Amount -

1.1) Wedining of pipe Culvert at Km 0/2, 0/8,0/10, 1/4,1/6, 1/8, 1/10, 3/8,3/10,4/2,4/6(i),4/6(ii),4/8

Quantity32.5

Rate138996

Amount 4276.8

Hoisting and fixing of 1000 mm dia pipes to proper gradient including all labour charges and allother incidental charges etc.,complete as per clause 2905 & 2906 of MORTH Vth Revision

Quantity-

Rate-

Amount -

1.1) Wedining of pipe Culvert at Km 0/2, 0/8,0/10, 1/4,1/6, 1/8, 1/10, 3/8,3/10,4/2,4/6(i),4/6(ii),4/8

Quantity32.5

Rate8651

Amount 266.2

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 45743837

Add GST at 18%

Quantity1

Rate-

Amount 8233891

Total Value put to Tender

Quantity1

Rate-

Amount 53977728

Negotiated Percentage

Quantity1

Rate-

Amount -

Final Negotiated Value

Quantity1

Rate-

Amount -

Add GST at 18% of Final Negotiated 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-

Rate45743837

Amount -

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

Quantity-

Rate-

Amount -

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Highways Department Tender