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 Date28 Dec 2022
Closing Date31 Jan 2023
Tender Amount₹ 2,24,26,000
Costs
EMD
₹ 1,22,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_HWAY_275912_1Bid Award Id
ViewTender No
20 / 2022-2023 / SDOTender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick in two layers of 125mm each thick specification including pre mixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller 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 (Specification Number as per MORTH Rev.V 111,112,406,900).
1184
-
1764.53
Providing and laying of 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 .(Specification Number as per MORTH Rev.V 111,112,502,900)
4735
-
76.71
Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg 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..(Specification Number as per MORTH Rev.V 111,112,503,900).
4735
-
18.04
Providing and laying 50mm consolidated thick bituminous macadam using 0.2cum of 26.5-13.2mm, 0.43cum of 13.22-2.36mm and 0.08 cum of 2.36mm and blow size IRC metal with 37 kg 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 50mm with mechanical paver to the specified grades and cross section and consolidated by 8-10 tone vibrator roller to the require density etc including labour for attending the paver to site, etc including hire charges and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks, paver finisher / vibrator roller and all other tools and plants required including fuel and all other incidental charges etc complete as per specification using CMP as per clause 504 of MORTH.Rev.5.(Specification Number as per MORTH Rev.V 111,112,504,900).
237
-
8302.72
Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10 sqm 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 20-30ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 30mm with mechanical paver finisher to the specified grades and cross sections and consolidatedby8-10tonne Vibratory/ Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/9m paver finisher, Vibratory/Pneumatic 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.(Specification Number as per MORTH Rev.V 111,112,507,900).
143
-
11069.28
Carted earth with lead of 3 km including const of Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank with initial lead and lift and all other incidental charges including hire charges for tools and plant for cutting road edge to required depth as per SS20B.complete as per MORT&H Specificaton No.304 & 305
1345
-
186.88
Provididing RCC M15 Grade Precast KM stone of standard desing as per IRC 8-1980 and fixing in position including painting and printing ect., complete (as per MORTH SPECIFICATION No.805)
1
-
906
Providing RCC M15 grade precast HM stone of standard design as per IRC 8-1980 and fixing in position including painting and printing etc complete (as per MORT&H specification No.805).
6
-
256
Provision for Scheme Board Direction and Place Identification signs - Type IV. Providing and erecting Direction and place Identification Retro reflectorised sign made out of high Intensity Prismatic Grade sheeting confirming to type IV standards of IRC - 67: 2012 and ASTM D 4956-09. Specification and fixed over 2 mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angel and supported on a mild steel angel post 75 X 75 X 6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painte as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm X 45cm X 60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro Reflectro sheet shall consist of minimum co efficient of Retro - reflection as per Table 6.6 of IRC67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67.2012. (as per MORT & H Specification No 801) (For Sign having area more than 0.95qm) TYPE -IV(as per MORT&H specification No.801).
1
-
11805
Sub estimate :-Construction of Single Row Pipe Culvert at Km 0/4 Earthwork excavation in all classes of soil except 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 out 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 OFpipe culvert as per MORT&H Vth specification No.111, 112, 304.
35
-
263
Cement Concrete M-15 Grade, Nominal Mix, 1:2:4, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of form work, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in depths and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for Leveling course for forbase coufor base course of Body wall of pipe culvert. as per MORT&H Vth specification No.1000, 1500, 1700, 2100, 2200.
4
-
5667
Cement Concrete M-15 Grade, Nominal Mix, 1:2:4, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of form work, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in depths and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for Leveling course for forbase coufor for pipe culvert (Below sill ). as per MORT&H Vth specification No.1000, 1500, 1700, 2100, 2200.
10
-
7462
Cement Concrete M-15 Grade, Nominal Mix, 1:2:4, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of form work, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in depths and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for Leveling course for forbase coufor for pipe culvert Above sill ). as per MORT&H Vth specification No.1000, 1500, 1700, 2100, 2200.,111,112,900
16
-
8757
Supply ,Laying and jointing in position the NP3 1000mm dia RCC hume Pipes including cost and conveyance of pipe which will be supplied by the contractor himself at the work site including labour charges for hoisting and placing the pipes in position Packing the joint with slightly damped mix of cement and sand 1:3 rammed with caulking irons including labour, jointing materials and all other incidental charges etc., complete as per the Standard specification for the cross drainage works as directed by the departmental officers.as per MORT&H Vth specification No. 2900.
7.5
-
4130
Providing and laying Ist class bedding with Quarry 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 all incidental charges etc., complete.as per MORT&H Vth specification No.1000.
7.5
-
217
Earthwork excavation in all classes of soil except hard rock not requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as baling out water shoring, strutting, walling and forming protective bunds wherever necessary etc., complete as per relevant standard specifications for Training the Channel for as per MORT&H specification No.304,111,112
100
-
106.25
Sub Estimate -Reconstruction of Three Cell Box Culvert at Km 0/8 (2.0mx2.0m): Dismantling the existing Cut stone slab over culvert upto 3.3mt in the existing culvert 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 .(Specification Number as per MORTH Rev.V 202,111,112
51
-
442
Dismantling the existing Random Ruble Masonry in Cement mortar walls upto 3m hight in the existing culvert and clearing away from the work site and carefully stacking the usefull materials for re-use on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. (Specification Number as per MORTH Rev.V 202,111,112
96
-
244
Dismantling the Plain Cement Concrete in the existing culvert 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.(Specification Number (Specification Number as per MORTH Rev.V 202,111,112
32
-
419
Earthwork excavation in all classes of soil except 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 out 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 as per MORT&H Vth specification No.111, 112, 304.
126
-
263
Plain Cement Concrete M-15 Grade, Nominal Mix, 1:2:4, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of form work, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in depths and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for Leveling course for Box culvert as per MORT&H Vth specification No.1000, 1500, 1700, 2100, 2200.
16
-
5667
Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for Retaining wall and parapets for BOX CULVERT as per clause No.1000, 1500, 1700, 2200, 2300. of MORT&H Vth rev
79
-
7897
Vibrated Reinforced Cement Concrete M25 (Design mix) using ISS HBG metal 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 formwork and centering, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Bottom of Slab, Side Walls and Top Slab of Box Culvert.as per clause No.1000, 1500, 1700, 2200,2300 of MORT&H Vth rev
72
-
10517
Supply and fabrication of Fe.500D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and 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 MOR&H Vth specification No.1600.
6.8
-
93230
Vibrated Cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite including cost of cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work, cost of pre moulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over Top slab of Box culvert. (as per MORT&H specification No.1000,1500,1700,2702).
49
-
671.1
Providing and fixing of G.I drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting at least 600mm beyond the bottom of Deck slab as shown in the drawing including cost and conveyance of Galvanized iron pipes and flats and fixing them in position etc, complete.MORT&H VTH specification No.2705
6
-
2271
Filling behind outer walls of Box Culvert with clean gritty free draining gravel including cost and draining gravel having PHI value more than 35 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 otherincidental charges etc. complete(as per MORT&H specification No.1000).
19
-
402
Providing and fixing PVC seepage pipes of 100mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing, etc. complete to drain the backfill in between abutment and wings as per clause No.2706 of MORT&H Vth rev
68
-
177.5
Providing and laying of carted Earth SS20B including cost and conveyance of the same to work site with an average lead of 3 km including all labour charges for laying , spreading and consolidation with power roller rolling etc., complete and as directed by the departmental engineer for 100% compaction for Diversion Road s per clause No.304 & 305 of MORT&H Vth rev
1238
-
186.88
Construction of Granular sub-base Grade-V 150mm thick 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 401,111,112,900
93
-
1398.08
Sub Estimate -Reconstruction of single Box Culvert at Km 1/2 (2.0mx2.0m): Dismantling the existing Cut stone slab over culvert upto 3.3mt in the existing culvert 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 .(Specification Number as per MORTH Rev.V 202,111,112
4
-
442
Dismantling the existing Random Ruble Masonry in Cement mortar walls upto 3m hight in the existing culvert and clearing away from the work site and carefully stacking the usefull materials for re-use on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. (Specification Number as per MORTH Rev.V 202,111,112
20
-
244
Dismantling the Plain Cement Concrete in the existing culvert 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.(Specification Number (Specification Number as per MORTH Rev.V 202,111,112
15
-
419
Earthwork excavation in all classes of soil except 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 out 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 as per MORT&H Vth specification No.111, 112, 304.
99
-
263
Plain Cement Concrete M-15 Grade, Nominal Mix, 1:2:4, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of form work, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in depths and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for Leveling course for Box culvert as per MORT&H Vth specification No.1000, 1500, 1700, 2100, 2200.
12.6
-
5667
Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for Retaining wall and parapets for BOX CULVERT as per clause No.1000, 1500, 1700, 2200, 2300. of MORT&H Vth rev
77
-
7851
Vibrated Reinforced Cement Concrete M25 (Design mix) using ISS HBG metal 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 formwork and centering, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Bottom of Slab, Side Walls and Top Slab of Box Culvert.as per clause No.1000, 1500, 1700, 2200,2300 of MORT&H Vth rev
32
-
10795
Supply and fabrication of Fe.500D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and 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 MOR&H Vth specification No.1600.
2.1
-
93230
Vibrated Cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite including cost of cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work, cost of pre moulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over Top slab of Box culvert. (as per MORT&H specification No.1000,1500,1700,2702).
1255
-
671.1
Providing and fixing of G.I drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting at least 600mm beyond the bottom of Deck slab as shown in the drawing including cost and conveyance of Galvanized iron pipes and flats and fixing them in position etc, complete.
2
-
2271
Filling behind outer walls of Box Culvert with clean gritty free draining gravel including cost and draining gravel having PHI value more than 35 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 otherincidental charges etc. complete(as per MORT&H specification No.1000).
19
-
402
Providing and fixing PVC seepage pipes of 100mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing, etc. complete to drain the backfill in between abutment and wings as per clause No.2706 of MORT&H Vth rev
30
-
177.5
Earthwork excavation in all classes of soil except hard rock not requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as baling out water shoring, strutting, walling and forming protective bunds wherever necessary etc., complete as per relevant standard specifications for Training the Channel for as per MORT&H specification No.304 of MORT&H Vth rev,111,112
117
-
106.25
Providing and laying of carted Earth SS20B including cost and conveyance of the same to work site with an average lead of 3 km including all labour charges for laying , spreading and consolidation with power roller rolling etc., complete and as directed by the departmental engineer for 100% compaction for Diversion Road s per clause No.304 & 305 of MORT&H Vth rev
786
-
186.88
Construction of Granular sub-base Grade-V 150mm thick 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 401of MORT&H Vth rev111,112,900
68
-
1398.08
Sub estimate for Construction of Retaining Wall a tkm 0/6-0/8 and km 0/8-0/10 Earthwork excavation in all classes of soil except 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 out 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 Retaining wall as per clause No.111, 112, 304 of MORT&H Vth rev
-
-
-
AT km 0/6-0/8
396
-
241
AT km 0/8-0/10
396
-
241
Vibrated Cement Concrete M20 nominal mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Footing of Retaining wall as per clause No1000, 1500, 1700, 2100, 2200. of MORT&H Vth rev
-
-
-
AT km 0/6-0/8
99
-
5781
AT km 0/8-0/10
99
-
5781
Vibrated Cement Concrete M20 nominal mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Stem of Retaining wall as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev
-
-
-
AT km 0/6-0/8
346
-
8272
AT km 0/8-0/10
346
-
8272
Providing and fixing PVC seepage pipes of 110mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing, etc. complete to drain the backfill in between abutment and wings as per clause No.2706 of MORT&H Vth rev
-
-
-
AT km 0/6-0/8
200
-
177.5
AT km 0/8-0/10
200
-
177.5
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
-
19004300.25
GST 18% for above SubTotal Amount
1
-
3420774.05
Total in Figures (SubTotal + GST)
-
-
-
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