Highways Department Tender
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Highways Department Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date22 Aug 2022
Closing Date7 Sep 2022
Tender Amount₹ 1,99,10,000
Costs
EMD
₹ 1,10,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_HWAY_247747_1Bid Award Id
ViewTender No
TN.NO.08/2022-2023Tender Authority
Highways Department ViewPurchaser Address
-Website
http://https://tnhighways.gov.in/index.php/en/
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Documents
BOQ Items
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Earth work excavation in all classes of soils except hard rockrequiring 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 providing and maintaining necessarycofferdams, sheeting, shoring, bracing and their subsequentremoval, removal of all logs, stumps and other deleterious matterand obstructions, trimming bottom of excavation backfilling, andclearing the site and disposal of all surplus materials etc., complete as per relevent standard specification for BED FLOORING & TOE WALL WORKS BETWEEN CURTAIN AND TOE WALLS .
199.38
-
162
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Vibrated Plain Cement Concrete of grade M25 ( design mix 1:1.2:2.4) using20mm HBG graded metal including cost and conveyance of all materials to site and including cement , excluding cost and fabrication of steel, but including cost of formwork, soft water,labour charges for mixing, transporting, laying and curing concreteworking at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, struttingetc., complete as per relevent standard specification for FOUNDATION OF CUT OFF WALL . (Below sill level)
74.99
-
10697
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Plain Cement Concrete M-15 using 40mm ISS metal and using river sand including cost and conveyance of all materials to site and including cement at site including soft water, labour charges for mixing, transporting, laying, compacting, curing concrete, Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, for Foundation for curtain wall for bed floring and toe wall as per section 1100 of MORT&H specification (V revision).
117.48
-
9761
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Filling inside the Cut off wall , Curtain wall and below Box Culvert with clean good coarse sand conveyance of sand to worksite, laying, handling charges and filling in layers tamping , including watering, with all leads for water and all other incidential charges, etc., complete as per morth Specification Rev.5
99.25
-
1182
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Vibrated Cement Concrete M-15 using 40mm ISS metal and using river sand including cost and conveyance of all materials to site and including cement including soft water, labour charges for mixing, transporting, laying, compacting, curing concrete, Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, for LEVELLING COURSE BELOW FOR BED FLOORING AND BOX CULVERT (below sill level) as per section 1100 of MORT&H specification (V revision).
49.62
-
6223
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Vibrated Cement Concrete M-20 using (nominal mix) and using river sand including cost and conveyance of all materials to site and including cement including soft water, labour charges for mixing, transporting, laying, compacting, curing concrete, Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, for for BED FLOORING . (Below sill level)
48.24
-
6307
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Vibrated reinforced cement concrete M-30 (Design Mix) using 20mm ISS HBG graded metal and using river sand , including cost and conveyance of all materials to site including cement , but excluding cost and fabricatiob of steel, but including cost of formwork, soft water, 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 CELL STRUCTURES as per section 1500, 1700 & 2200 of MORT&H Specification ( V Revision ).
192.13
-
10121
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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 .
36
-
100
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Vibrated reinforced cement concrete M-30 (Design Mix) using 20mm ISS HBG graded metal and using River sand , including cost and conveyance of all materials to site including cement , but excluding cost and fabricatiob of steel, but including cost of formwork, soft water, 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 RCC TOP SLAB AND DIRT WALL as per section 1500, 1700 & 2200 of MORT&H Specification ( V Revision ).
114.67
-
10811.21
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Providing and fixing Kraft paper for full width of seating of deck slab including cost and conveyance to worksite labour for fixing the same in correct position and all other incidental charges etc., complete. as per MORTH Vth Rev., 2600 900 Complying with standard specification.
5.97
-
100
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Providing and fixing PVC EXPANSION JOINT 20mm thick confirming to specification between deck slabs and dirt wall over abutment and in between decks and dirt wall including cost and conveyance of expansion joints to site including cost of testing as per MORT&H specification, including charges for fixing in all respect etc., Complete.
19.9
-
594
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Providing filter media behind the end side wall of box culvert and retaining wall using filter material conforming to clause 309.3.2.B of MORTH well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges, etc complete as per Morth Rev.5
46.98
-
1791
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Filling behind the End Side wall of Box Culvert and Retaining with clean gritty gravel to 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 charges etc complete as per Morth Rev.5
126.97
-
784
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Supply and Fabrication Fe-500 steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlaping to the required length wherever necessary and providing to the reinforcement 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 section 1600 of MORT&H Specifications (Fifth Revision). Suitable anti-corrosive treatment should be provided for all reinforcement as per CI.709.5.3 of IRC 78-2014 & CI 14.4.1 of IRC 112-2020.
24.95
-
95855
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Vibrated Plain Cement Concrete M-15 using 40mm ISS metal and using river sand including cost and conveyance of all materials to site and cost of cement including soft water, labour charges for mixing, transporting, laying, compacting, curing concrete, Tools and Plants and incidental charges complete as per relevant standard specification, for LEVELLING COURSE BELOW APPROACH SLAB as per section 1100 of MORT&H specification (V revision).
8.64
-
7108
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Vibrated reinforced cement concrete M-30 (Design Mix) using 20mm ISS HBG graded metal and using River sand , including cost and conveyance of all materials to site including cement , but excluding cost and fabricatiob of steel, but including cost of formwork, soft water, 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 APPROCH SLAB as per section 1500, 1700 & 2200 of MORT&H Specification ( V Revision )
18.38
-
8903
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Vibrated reinforced cement concrete M-30 (Design Mix) using 20mm ISS HBG graded metal and using river sand , including cost and conveyance of all materials to site and cost of cement , but excluding cost and fabricatiob of steel, but including cost of formwork, soft water, 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 Wearing coat of 75mm uniform thickness over deck slab and approach slab as per section 1500, 1700 & 2200 of MORT&H Specification ( V Revision ).
221.1
-
587.8
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Vibrated reinforced cement concrete M-40 (Design Mix) using 20mm ISS HBG graded metal and using river sand , including cost and conveyance of all materials to site and cost of cement , but excluding cost and fabricatiob of steel, but including cost of formwork, soft water, 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 CRASH BARRIER OVER TOP SLAB as per section 1500, 1700 & 2200 of MORT&H Specification ( V Revision ).
44.96
-
5153.71
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Vibrated Plain Cement Concrete M-15 using 40mm ISS metal and using river sand including cost and conveyance of all materials to site and cost of cement including soft water, labour charges for mixing, transporting, laying, compacting, curing concrete, Tools and Plants and incidental charges shoring, strutting etc; complete as per relevant standard specification, for CRASH BARRIER TYPE PAPEPET OVER WING WALL CUM RETAINING WALL.. (below sill level) as per section 1100 of MORT&H specification (V revision).
6.74
-
10909.28
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Providing and fixing of GI drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc., complete. as per MORTH Vth Rev., 2705.
8
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2271
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Granite rough stone dry packing for Launching Apron using good size granite rough stone, properly wedged with quarry spalls including cost and conveyance of all materials to site, labour charges for packing the same in position and all other incidental charges etc complete.
102.91
-
2557.5
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Supply and fixing of High Quality of PVC Pipes of 160 mm dia including cost and conveyance of pipes to the site and fixing position to prepare grade and level including labour charges for fixing and including all other incidental charges etc., complete.
117.92
-
419.7
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Approach Road
-
-
-
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Picking the existing BT surface upto 80mm depth as directed by the departmental officers and levelling the surface including all labour charges for pickig and all other tools and plants employed of the work and including all other incidental charges etc., complete as per standard specifications.
295
-
18.85
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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 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. for Approach road
211.81
-
2345.28
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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 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. for Approach road
94.13
-
2444.56
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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 for Approach
235.31
-
2785.5
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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.. for Approach
941.25
-
74.79
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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 for Approach
941.25
-
17.25
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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 granular surfaces treated with primer.as per MORT&H Rev. V specifications No.111, 112, 503, 900 for Approach
29.5
-
24.02
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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 MORT&H Rev. V specifications No.111, 112, 505, 900.
47.06
-
9467.88
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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. for Approach road
29.13
-
11918.55
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Collection and supply of carted earth an average lead of 10Km including excavation, removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer for formation of berms
857.75
-
304.86
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Diversion Road
-
-
-
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Collection and supply of carted earth an average lead of 10Km including excavation, removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer for formation of Diversion road.
724.76
-
304.86
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Providing , laying ,spreading and compacting graded stone aggregates for crusher run macadam, including premixing the materials with water at OMC in mechanical mix plant , conveyance of mixed material by tipper to site , laying in uniform layers with pavers in sub Base/Base course on well prepared surface and compacting with vibratory roller to achieve the desired , including cost of material , labour charges , rentals for machinery ,fuel and all other incidental charges etc., complete as per Clause 407 of MORTH Rev-5
69.19
-
2679.05
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R.C.C Retaining Wall
-
-
-
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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, 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 and in accordance with standard specification for foundation of / Retaining Wall as per MORTH Vth Rev., 304.
61.52
-
187
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Plain Cement Concrete M15 Grade using 40mm ISS HBG metal using river Sand including cost and conveyance of all materials to site, including cost and labour charges for formwork soft water labour charges, for mixing, transporting, laying and curing, concrete working at depths including hire fuel charges for tools and plants including all incidental charges etc., complete for LEVELING COARSE . as per MORTH 1000, 1500, 1700, 2100
4.17
-
6193
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Vibrated reinforced cement concrete of grade M-30 (Design Mix) using 20mm graded ISS HBG Graded metal using river Sand as the max. size of coarse aggregate, including cost and conveyance of all materials to site and cost of cement , but 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 - MORTH Vth Rev., 1000, 1500, 1600, 1700, 2200, 2300 & 900 .For key portion and base slab
20.26
-
10101
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Vibrated reinforced cement concrete of grade M-30 (Design Mix) using 20mm graded ISS HBG Graded metal using river Sand , including cost and conveyance of all materials to site and cost of cement at site, but 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 - MORTH Vth Rev., 1000, 1500, 1600, 1700, 2200, 2300 & 900 for RCC Stem Wall L.
27.74
-
13729.44
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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 Retaining walls.
24
-
100
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Supply and fabrication of Fe-500 steel required in the schedule including cost of steel at site, cost of providing and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required rods, straightening, cutting, bending, tying grills, including overlapping to the required length, whenever necessary and providing to the reinforcement, 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 section 1600 of MORT&H Specifications (Fifth Revision). Suitable anti-corrosive treatment should be provided for all reinforcement as per CI.709.5.3 of IRC 78-2014 & CI 14.4.1 of IRC 112-2020.
2.43
-
95855
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Plain Cement Concrete M15 Grade using 40mm ISS HBG metal using river Sand including cost and conveyance of all materials to site, including cost and labour charges for formwork soft water labour charges, for mixing, transporting, laying and curing, concrete working at depths including hire fuel charges for tools and plants including all incidental charges etc., complete for parapet over retaining wall . as per MORTH 1000, 1500, 1700, 2100
6.74
-
12548
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Refilling with available Excavated Earth for filling in layers, not exceeding limits including watering and tamping including all labour charges and incidental charges etc., complete and in accordance with standard specifications as per MORTH Vth Rev., 305 & 2907 filling behind the Retaining wall
24.5
-
36.95
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PCC Retaining wall
-
-
-
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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, 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 and in accordance with standard specification for foundation of retaining wall as per MORTH Vth Rev., 304.
333.6
-
187
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Plain Cement concrete M15 nominal mix not leanear than 1:2:4 using 40 mm ISS HBG metal and using river Sand including cost and conveyance of all materials to site including cement complying to the required standared and specification including cost of form work mixing laying compacting using vibrater including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such balling out water where ever necessary, forming protective bunds coffer dams and sub sequent removal etc., complete for foundation, levelling Couse complying with MORT&H Vth Rev specification 1000, 1500, 1700, 2100.
22.06
-
6193
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Vibrated Cement Concrete M 20 grade Nominal mix (not leanear than 1 : 1.5 : 3) using 40mm ISS size hard broken granite metal and using river sand including cost and conveyance of all materials 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 for retaining wall MORT&H Vth Rev specification 1000, 1500, 1700, 2100.
133.15
-
7235
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Vibrated Cement Concrete M 20 grade Nominal mix (not leanear than 1 : 1.5 : 3) using 40mm ISS size hard broken granite metal and using river sand including cost and conveyance of all materials 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 Body wall for retaining wall MORT&H Vth Rev specification 1000, 1500, 1700, 2100.
253.67
-
8700
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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 Retaining walls.
37
-
100
... More
Refilling with available Excavated Earth for filling in layers, not exceeding limits including watering and tamping including all labour charges and incidental charges etc., complete and in accordance with standard specifications as per MORTH Vth Rev., 305 & 2907 filling behind the Retaining wall
265.44
-
36.95
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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
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16868567
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Add GST at 18%
1
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3036342
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Total Value put to Tender
1
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19904909
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Negotiated Percentage
1
-
-
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Final Negotiated Value
1
-
-
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Add GST at 18% of Final Negotiated Value
1
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-
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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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Quoted Rate in Figures (Total Value of Contract Including 18% of GST )
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-
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