Highways Department Tender
... More
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Highways Department Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date17 Sep 2024
Closing Date7 Oct 2024
Tender Amount₹ 2,73,60,000
Costs
EMD
₹ 1,48,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tn No 16 2024 25 Hdo Dt 06 09 2024 Tvm 63
Description
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Contact
Tender Id
2024_HWAY_484133_1Bid Award Id
ViewTender No
TN No 16 2024 25 HDO Dt 06 09 2024 TVM 63Tender Authority
Highways Department ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Road A (PCC Retaining wall Foundation)
237.9
29323
123.26
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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 soil compactor to achieve the desired density, complete as per clause 401- for grading- V Material (Filter / Separation Layer at Bottom)
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-
-
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Road A (Diversion road)
120
230923
1924.36
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Road A (Approach road)
88.36
170036
1924.36
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Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm 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 compactor to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5
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-
-
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Road A (Diversion road)
120.4
256713
2132.17
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Road A (Approach road)
147.26
313983
2132.17
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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 perClause 502 of MORTH Rev-5
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-
-
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Road A (Approach road)
589
47926
81.37
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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 as perClause 503 of MORTH Rev-5
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-
-
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Road A (Approach road)
589
11031
18.73
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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 perClause 503 of MORTH Rev-5
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-
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Road B
4815
158124
32.84
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Road C
4770
156694
32.85
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Providing and Laying 50mm thick Bituminous Macadam using course aggregate and VG30 bitumen which shall consist of construction in a single course base/binder course confirming to the specfication on a previously prepared base, (using Mini Hot Mix Plant and Power Roller) including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 504 MORTH Rev-5 (For Patch Works)
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-
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Road B
20.04
174040
8684.68
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Road C
19.92
172998
8684.68
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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 37Kgs of VG30 Grade bitumen for premixing per10sqm including cost and conveyance of all materials to CMP site,heating the bitumen,aggregate and mixing the min 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 grade sand crosssection sand 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 20-30 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 Grade - II
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-
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Road A (Approach road)
29.46
245797
8343.44
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Road B
240.76
2090923
8684.68
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Road C
238.5
2071296
8684.68
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Providing and laying Bituminous Concrete to 30/40mm 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 VG30 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 40mm 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 specification using CMP as per clause 507 of MORTH Rev-5 Grade - II
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-
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Road A (Approach road)
17.68
186633
10556.18
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Road B
144.45
1586455
10982.73
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Road C
143.1
1571628
10982.73
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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
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-
-
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Road A (Approach road)
185.33
4933
26.62
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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 making up of low berms using carted earth with an average lead of 4km including compaction by power roller.
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-
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Road B
237.6
54833
230.78
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Road C
237.2
54741
230.78
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Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for foundation of Bridges
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-
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Road A (Minor Bridge)
551.38
226683
411.12
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Filling with carted earth from approved source( 5 Km lead) as directed by the departmental officers with not less than CBR 8% including cost and conveyance of earth to site, spreading the earth uniformly in layers of not exceeding 250 mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 95% Proctor density for embankment and shoulders keeping the moisture content of earth at the time of compaction within the range of 1% above and 2% below the OMC determined and plasticity index value of not more than 20 and liquid limit not greater than 40 in accordance with IS 2720 using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the line and grades, sections as directed by the departmental officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power roller etc, complete
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-
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Road A (Diversion road)
498.01
106798
214.45
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Road A (Approach road)
820.8
176020
214.45
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Filling with carted earth from approved source( 5 Km lead) as directed by the departmental officers with not less than CBR 8% including cost and conveyance of earth to site, spreading the earth uniformly in layers of not exceeding 250 mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 97% Proctor density for embankment and shoulders keeping the moisture content of earth at the time of compaction within the range of 1% above and 2% below the OMC determined and plasticity index value of not more than 20 and liquid limit not greater than 40 in accordance with IS 2720 using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the line and grades, sections as directed by the departmental officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power roller etc, complete ( at 97% Compaction)
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-
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Road A (Approach road)
856.57
185807
216.92
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Dismantling, Salvaging and removal of existing and disposing of resulting materials and back filling the resulting trenches and pits etc., as per MORT&H Specification including all labour and other incidental charges etc., complete Dismantling Reinforced Cement Concrete
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-
-
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Road A (Minor Bridge)
131.93
568446
4308.7
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Plain Cement concrete in CC M 10 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for LEVELLING COURSE FOR FOOTINGS OF ABUTMENTS, PIER AND WING WALLS- BELOW SILL.
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-
-
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Road A (Minor Bridge)
23.97
130464
5442.84
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Road A (PCC Retaining wall)
18.3
99603
5442.84
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Vibrated Cement concrete in M 20 grade (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for ABUTMENTS, PIER AND WING WALLS- BELOW SILL.
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-
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Road A (Minor Bridge)
384.16
2762755
7191.68
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Road A (PCC Retaining wall)
128.25
958800
7476.03
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Vibrated Cement concrete in M 20 grade (Nominal mix) using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges shoring, strutting etc., complete as per relevant standard specification for SUBSTRUCTURE OF ABUTMENT, PIER & WINGS - ABOVE SILL LEVEL..
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-
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Road A (Minor Bridge)
284.01
2487004
8756.75
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Road A (PCC Retaining wall)
108
917892
8499
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Vibrated Reinforced Cement concrete in M30 grade (Design mix) using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for BED BLOCK CUM DIRT WALL
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-
-
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Road A (Minor Bridge)
11.21
137713
12284.86
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Providing and fixing PVC seepage pipes of 100mm dia at 1.0 m c/c to drain the back fill behind the abutments and wings placed inclined position including cost and conveyance of all materials to worksite to worksite and labour charges for fixing, etc. complete
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-
-
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Road A (Minor Bridge)
108
19170
177.5
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Road A (PCC Retaining wall)
49.85
8848
177.5
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Providing and fixing KRAFT PAPER for full width of seating of deck slab including cost and conveyance to work site labour for fixing the same in correct position and all other incidental charges etc, complete
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-
-
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Road A (Minor Bridge)
31.56
3471
110
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Vibrated Reinforced Cement concrete in M30 grade (Desing mix) using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for DECK SLAB AND SAFETY KERB
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-
-
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Road A (Minor Bridge)
150.64
1912870
12698.29
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Providing filter media behind abutment and wings for 600 mm thick using filter material conforming to claise 309.3.2.8 of MOST/1997 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to work site including all other incidental charges, etc. complete.
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-
-
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Road A (Minor Bridge)
66.09
95897
1451.01
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Filling behind Abutments and Wing wall with clean Gritty Gravel including cost and conveyance of Gravel having phi value more that 35 and confirming to appendex-6 of IRC 78-200 including cost and conveyance of gravel to work site, 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
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-
-
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Road A (Minor Bridge)
144.69
46951
324.5
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Providing and fixing BITUMEN PAD EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyance of expansion joints including Shalimar pad and joint sealant and fixing them in position etc, complete as directed by the dept. officers.
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-
-
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Road A (Minor Bridge)
24.24
17428
719
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Vibrated Cement concrete in M15 grade (Nominal mix) using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for BASE COURSE OR APPROACH SLAB
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-
-
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Road A (Minor Bridge)
15.47
95821
6194.02
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Vibrated Reinforced Cement concrete in M30 grade (Design mix) using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for APPROACH SLAB
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-
-
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Road A (Minor Bridge)
23.23
211383
9099.59
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Vibrated Reinforced Cement Concrete of grade M30 (Design Mix) using 25mm, 11.2mm,6mm ISS Graded HBGS Jelly including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, and incidental charges such as paling out water, complete as per relevant standard specification, wearing coat of 75mm uniform thickness over deck slab and approach slab
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-
-
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Road A (Minor Bridge)
278.86
177806
637.62
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Vibrated Reinforced Cement concrete in M40 grade (Design mix) using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for CRASH BARRIER
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-
-
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Road A (Minor Bridge)
12.63
228483
18090.56
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Vibrated Cement concrete in M 15 grade (Nominal mix) using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges shoring, strutting etc., complete as per relevant standard specification for CRASH BARRIER TYPE PARAPET WALL.
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-
-
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Road A (Minor Bridge)
5.99
61146
10208.17
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Providing and fixing of G.I. Drainage spouts 100mm dia as per MOST drawing No.SD/205 with grating arrangements at top as shown in the drawing including cost and conveyance of GI pipes and flats and fixing them in position etc., complete
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-
-
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Road A (Minor Bridge)
6
14988
2498.1
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Supply and fabrication of STEEL grade Fe500 D 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 for Box Culvert
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-
-
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Road A (Minor Bridge)
16.6
1587113
95609.27
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Supplying and fixing PVC pipes of 160mm dia for Service utlities including cost and conveyance of all materials to worksite to worksite and labour charges for fixing, etc. complete for Safety Kerb
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-
-
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Road A (Minor Bridge)
117.12
49155
419.7
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Supply of 1000 mm dia NP3 class RCC pipes confirming to IS:458:2003 specification as directed by the departmental officers including cost and conveyance of Pipes and all other incidental charges etc, as per the specification
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-
-
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Road A (Diversion road)
50
213840
4276.8
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Hoisting, Laying and fixing of 1000mm dia RCC NP3 pipes in position excluding cost of pipes but including conveyance to work site all labour charges for jointing etc, as per standard specifications
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-
-
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Road A (Diversion road)
50
13310
266.2
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Calculation of SubTotal, GST and Total Amount carried out by system automatically
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-
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Basic cost of value put to tender as per estimate
1
-
23185639
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Add GST at 18%
1
-
4173415
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Total Value put to Tender
1
-
27359054
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Quoted value
1
-
-
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Final Quoted Value
1
-
-
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Add GST at 18% of Final Quoted Value
1
-
-
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Total Value of Contract Including 18% of GST
1
-
-
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Basic cost of value put to tender as per Estimate
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23185639
-
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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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