Highways Department Tender
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Highways Department Tender
Civil And Construction
Road Construction
Eprocure
Opening Date27 Aug 2024
Closing Date24 Sep 2024
Tender Amount₹ 6,00,10,000
Costs
EMD
₹ 3,11,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tn No 02 2024 25 Hdo Dt 14 08 2024 Tvm 1
Description
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Contact
Tender Id
2024_HWAY_476931_1Bid Award Id
ViewTender No
TN No 02 2024 25 HDO Dt 14 08 2024 TVM 1Tender Authority
Highways Department ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
Providing and laying Tack Coat over Existing BT surface using 2Kg of Bitumen Emulsion(RS1) per 10sqm 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 503 of MORTH Rev-5
44122.98
1189555
26.96
Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40 cum of 37.50 -13.20 mm,0.35cum of 13.20 2.36 mm and 0.36 cum of 2.36 mm & below size IRC meta lwith 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 minthe required temperature in central hot mix plant 2030 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75 mm with mechanicalpa verto the specified grade sand cross sections and 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 all other tool sand plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5.
836.92
8261672
9871.52
Providing and laying Bituminous Concrete to 30/40 mm thick using 0.13cum of 19.00-9.50 mm, 0.17 cum of 9.50 2.36 mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30ton capacity, conveying the mix by tipper truck stop a versite, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20- 30t 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 specification using CMP as per clause 507 of MORTH Rev-5
1689.69
18045095
10679.53
Dismantling 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
14.25
7309
512.93
Dismantling, clearing away and carefully stacking materials useful for re-use for any thickness of walls for Brick / Stone Masonry in cement mortar walls under 3m high
12.15
3440
283.14
Dismantling - Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification Dismantling Plain cement concrete. MORTH No. 111, 112, 202
42
20420
486.2
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.
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-
-
Road A (162.62+151.68+140.74+275.98+275.98+152.68+493.71)
1653.39
478441
289.37
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.
-
-
-
Road A (7.65+7.08+6.51+11.23+11.23+9.57+26.04)
79.31
467879
5899.37
Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Wing wall and Parapet.
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-
-
Road A (60.22+60.22+60.22+48.31+81.09+134.50+134.50)
579.06
4665028
8056.21
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.
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-
-
Road A (25.33+21.81+18.28+38.06+38.06+36.42+154.49)
332.45
3844611
11564.48
Supply and fabrication of STEEL grade Fe500 with suitable anticorrsive measure required for all the reinforced 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 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.
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-
-
Road A (1.750+1.508+1.266+2.564+2.564+2.467+9.801)
21.92
2095755
95609.27
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
-
-
-
Road A (15+10)
25
106920
4276.8
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
-
-
-
Road A (15+10)
25
6655
266.2
Earthwork 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 charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. (For diversion road using carted earth with an average lead of 1 Km)
-
-
-
Road A (415.49+306.64)
722.13
157864
218.61
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 soil compactor to achieve the desired density, complete as per clause 401 for grading- V material (Filter / separation layer at Bottom)
-
-
-
Road A (38.43+14.63)
53.06
93001
1752.76
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250 mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/Base course on well prepared surface and compacting with vibratory soil compact or to achieve the desired density including cost of material, labour charges, rentals form a chinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5
-
-
-
Road A (2.100+8.25)
10.35
22068
2132.19
Providing and laying Prime Coat over WBM/WMM surface using 7 Kg of Emulsion Bitumen (SS1) 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 502 of MORTH Rev-5
-
-
-
Road A (8.40+66)
74.4
6047
81.28
Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50 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 503 of MORTH Rev-5
-
-
-
Road A (8.40+66)
74.4
1390
18.69
Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20 cum of 26.50 13.20mm, 0.43 cum of 13.20-2.36mm and 0.08 cum of 2.36mm&below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5
-
-
-
Road A (0.42+10.5)
10.92
92374
8459.24
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
1
-
50855068
Add GST at 18%
1
-
9153912
Total Value put to Tender
1
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60008980
Quoted value
1
-
-
Final Quoted Value
1
-
-
Add GST at 18% of Final Quoted Value
1
-
-
Total Value of Contract Including 18% of GST
1
-
-
Basic cost of value put to tender as per Estimate
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50855068
-
Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
-
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