National Bank For Agriculture And Rural Development Tender
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National Bank For Agriculture And Rural Development - NABARD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date19 Dec 2022
Closing Date19 Jan 2023
Tender Amount₹ 2,96,70,000
Costs
EMD
₹ 1,60,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_HWAY_273209_1Bid Award Id
ViewTender No
TN No_15_2022_2023_KovilammalTender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
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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 worksite, 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 (Specification Number as per MORTH Rev.V 111,112,401,900).
1339.97
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1527.5
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Wet Mix Macadam (Table400-13) (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) (Specification Number as per MORTH Rev.V 111,112,406,900).
2233.26
-
1813.98
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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/ WBM.(Specification Number as per MORTH Rev.V 111,112,502,900).
8933.11
-
78.4
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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 over granular surfaces treated with primer.(Specification Number as per MORTH Rev.V 111,112,503,900).
8933.11
-
18.66
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Bituminous Macadam - Providing and laying bituminous macadam 50mm compacted thick with Central 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 of MORTH Specification - Grading II
446.65
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8632.36
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Bituminous Concrete 30mm thick (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 filer, transporting the hot mix to work site, laying wih 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.(Specification Number as per MORTH Rev.V 111,112,507,900).
267.99
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11483.3
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Earthwork for subgrade, shoulders and back fills in accordance with the specifications, lines, grades and cross sections as shown in the drawings or as indicated by the Engineer as per SS20B for 97% Compaction for making up Berms using Carted Earth with an average lead of 1Km MORTH Rev. V
4242.89
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214.06
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Providing RCC M 15 grade precast KM stone of standard design as per IRC 8 - 1980 and fixing in position including painting and printing etc., complete
2
-
906
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Providing RCC M 15 grade precast HM stone of standard design as per IRC 8 - 1980 and fixing in position including painting, printing etc., complete
5
-
256
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CONSTRUCTION OF BOX CULVERT
-
-
-
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Earthwork excavation in all classes of soil except Kankar / Soft disintegrated rock not requiring blasting, medium rock 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 BOX CULVERT AND PCC RETURN WALL.
224.87
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106.25
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Vibrated Cement Concrete of grade M15 Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for BASE COURSE OF BOX CULVERT AND RETURN WALL.
19.92
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5761.75
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Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site but exlcuding cost and fabrication of steel including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for BOTTOM SLAB OF BOX CULVERT.
47.7
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8771.49
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Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site but exlcuding cost and fabrication of steel including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for BODY WALL OF BOX CULVERT.
33.66
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14409.33
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Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site but exlcuding cost and fabrication of steel including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for TOP SLAB OF BOX CULVERT.
39.95
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10542.1
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Providing and fixing CLASS I PVC SEEPAGE PIPES of 100 mm dia. of required lengths for abutments and returnwalls including costs and conveyance of all materials to work site and labour charges for fixing , etc., complete to drain the backfill as per section 2706 of MORT&H specifications (Fifth Revision).
78.2
-
177.5
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Supply and fabrication of Fe-500D 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 over laping 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 2600 of MORT&H specifications (Fifth Revision)
8.14
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93229.27
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Providing FILTER MEDIA in between RCC Retaining wall with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., complete as per Cl. 710.1.4 & Appendix-6 of IRC 78-2014.
110.12
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1159.39
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Vibrated Cement Concrete M20 Grade using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for PARAPET.
14.78
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6721.45
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Providing and fixing of G.I. DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised Iron pipes and flats and fixing them in position, etc.,. complete as per section 2705 of MORT&H specifications (Fifth Revision)
10
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2271
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Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF RETURN WALL.
74.1
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5876.88
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Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL.
115.69
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8811.19
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Construction of embankement with approved material obtained from borrow pits and excavation from drain and foundation of other structures, graded and compacted to meet the required layers , spreading, breaking clods, removal of roots and other organic materials to the required line, grade and cross section including watering, spreading by Dozer, grading by motor grader and consolidation by vibratory road roller with desired field density not less than 95% of maximum dry density , all lead, lifts, loading, unloading,,all labour, hire charges of all machineries etc., complete in accordance with MORT&H Technical Specification Clause 305 for DIVERSION ROAD.
1571.4
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213.06
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Construction of Subgrade and earthern shoulders with approved material obtained from borrow pits with all lifts & leads, tranporting to site, spreading, grading to required slope and compacted to meet requirement in layers and compacting by mechanical means after adding water to its OMC, so as to acheive 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., spreading by Dozer, grading by motor grader, consolidation by vibratory road roller and carriage by tipper complete with a lead , all lifts, loading, unloading, hire charges of machinery etc., complete in accordance with MORT&H Technical Specification Clause 305 for DIVERSION ROAD.
571.72
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214.06
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Providing and laying Gravel soling for specified thick with clean good gritty gravel over the well prepared sub grade from the approved quarry including cost and conveyance of material, laying in accordance with the requirements and specification. The materials shall be laid in one or more layers as sub-base according to the line and grade and cross action shown in the drawing or as directed by the Engineers for DIVERSION ROAD
151.88
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338.31
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Dismantling the existing Random Rubble Masonry in Cement Mortar in the existing causeway / bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.
102.83
-
244
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Vibrated Reinforced Cement Concrete M30 (design mix) using 20mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification for WEARING COAT FOR BOX CULVERT
96.3
-
678.22
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Supply and fabrication of Fe-240 mild steel Grading 1 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 over lapping 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, Fe-240 grade for mesh reinforcement as per section 2600 of MORT&H specifications (Fifth Revision)
0.51
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93229.27
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CONSTRUCTION OF PCC RETAINING WALL
-
-
-
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Earthwork excavation in all classes of soil except Kankar / Soft disintegrated rock not requiring blasting, medium rock 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 PCC RETAINING WALL.
677.6
-
106.25
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Plain Cement Concrete of grade M10 Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for LEVELLING COURSE OF PCC RETAINING WALL.
61.6
-
5000.43
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Vibrated Reinforced Cement Concrete M20 Grade Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTING OF PCC RETAINING WALL WALL.
168
-
6725.71
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Vibrated Reinforced Cement Concrete M20 Grade Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF PCC RETAINING WALL- BELOW SILL LEVEL.
233.24
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7433.83
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Vibrated Reinforced Cement Concrete M20 Grade Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of 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 maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF PCC RETAINING WALL - ABOVE SILL LEVEL.
257.04
-
9201.82
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Providing and fixing CLASS I PVC SEEPAGE PIPES of 100 mm dia. of required lengths for abutments and returnwalls including costs and conveyance of all materials to work site and labour charges for fixing , etc., complete to drain the backfill as per section 2706 of MORT&H specifications (Fifth Revision).
276
-
177.5
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Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
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Sub Total Amount for above all items (excluding GST)
1
-
25141491.66
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GST 18% for above SubTotal Amount
1
-
4525468.5
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Total in Figures (SubTotal + GST)
-
-
-
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