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 Date
21 Dec 2022Closing Date
20 Jan 2023Tender Amount
₹ 5,02,06,000Costs
EMD
₹ 2,61,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_HWAY_273935_1Bid Award Id
ViewTender No
12 / 2022-2023 / SDOTender Authority
National Bank For Agriculture And Rural Development 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
Picking 5cm to 10cm old B.T surface andsectioning and to bring to camber and super elevation as directed by the departmental officers including labour charges for picking including hire charges for all tools and equipments employed and all other incidental charges etc., complete as per standard specification.(Specification Number as per MORTH Rev.V 202)
-
-
-
Road A
3951
-
18.85
Road B
2613
-
18.85
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm 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).
-
-
-
Road A
2965
-
1782.36
Road B
1962
-
1782.36
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)
-
-
-
Road A
11859
-
77.77
Road B
7847
-
77.77
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).
-
-
-
Road A
11859
-
18.43
Road B
7847
-
18.43
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 111,112,505,900).
-
-
-
Road A
593
-
8570.42
Road B
393
-
8568.82
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 111,112,504,900).
-
-
-
Road A
356
-
11410.45
Road B
236
-
11407.73
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
-
-
-
Road A
3131
-
187.45
Road B
2072
-
187.45
Providing RCC M15 grade precast KM 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).
-
-
-
Road A
3
-
906
Road B
2
-
906
Provididing RCC M15 Grade Precast HM 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)
-
-
-
Road A
13
-
256
Road B
8
-
256
Provision for Scheme Board more than 0.90 sqm as per SI.NO.3(II) of BOI meeting date 14.08.2019 as per MORTH Spec.801
-
-
-
Road A
1
-
11805
Road B
1
-
11805
SUB ESTIMATE - SINGLE ROW PIPE CULVERT
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. as per MORTH spec.202,111,112
-
-
-
Road A at Km 0/2, 0/6
20.26
-
244
Road A at Km 2/10
10.13
-
244
Road B at Km 0/2(i),(ii)
20.26
-
244
Road B at Km 2/1
10.13
-
244
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 FOUNDATIO OF Body wall of pipe culvert (MORTH No. 111,112, 304)
-
-
-
Road A at Km 0/2, 0/6
88
-
241
Road A at Km 2/10
44
-
241
Road B at Km 0/2(i),(ii)
88
-
241
Road B at Km 2/1
44
-
241
Stone Dust filling including cost and conveyance of Stone dust to worksite including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting, tamping, ramming under optimum moisture content to obtain the maximum density and all other incidental charges etc. complete as per standard specification. 1000
-
-
-
Road A at Km 0/2, 0/6
26
-
180
Road A at Km 2/10
13
-
204
Road B at Km 0/2(i),(ii)
26
-
165
Road B at Km 2/1
13
-
172
Plain Cement Concrete of grade M-15 Nominal Mix (1:2:4) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including form work and centering, using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete as per standard specifications for Levelling Course for Foundation of Body Wall as per MORT&H Specificaton No.111, 112, 900, 1000, 1500, 1700, 2100, 2300
-
-
-
Road A at Km 0/2, 0/6
10
-
5523
Road A at Km 2/10
5
-
5570
Road B at Km 0/2(i),(ii)
10
-
5492
Road B at Km 2/1
5
-
5508
Vibrated Cement Concrete of grade M-15 Nominal Mix (1:2:4) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including form work and centering, using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete as per standard specifications Footing of Body Wall as per MORT&H Specificaton No.111, 112, 900, 1000, 1500, 1700, 2100, 2300
-
-
-
Road A at Km 0/2, 0/6
28
-
7253
Road A at Km 2/10
14
-
7300
Road B at Km 0/2(i),(ii)
28
-
7156
Road B at Km 2/1
14
-
7238
Vibrated Cement Concrete of grade M-15 Nominal Mix (1:2:4) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including form work and centering, using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete as per standard specifications BODY WALL & Parapet as per MORT&H Specificaton No.111, 112, 900, 1000, 1500, 1700, 2100, 2300
-
-
-
Road A at Km 0/2, 0/6
30
-
8456
Road A at Km 2/10
15
-
8503
Road B at Km 0/2(i),(ii)
30
-
8425
Road B at Km 2/1
15
-
8441
Cost and supply of 1000 mm dia RCC NP3 class hume pipes 2.50m including cost and conveyance to site including all other incidental charges etc., complete s directed by the departmnetal officers MORTH Specification No.2900
-
-
-
Road A at Km 0/2, 0/6 & 2/10
22.5
-
3888
Road B at Km 0/2(i), (ii), 2/1
22.5
-
3888
Supplying, Laying, Jointing and fixing RCC Pipes conforming to IS 458 of NP3 class of 1000 mm dia of standard length in position with Collars including cost and conveyance of Pipes and Collars which will be supplied by the contractor himself at worksite including all labour charges for hoisting and laying the pipes and fixing in position, packing joints in Cement Mortor 1:3 and all other incidental charges etc., complete as per the standard specification NO.2900
-
-
-
Road A at Km 0/2, 0/6 & 2/10
22.5
-
242
Road B at Km 0/2(i),(ii),2/1
22.5
-
242
SUB ESTIMATE - TWO CELL BOX CULVERT 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. for as per MORT&H specification No.202, 111, 112
-
-
-
Road A at Km 1/8
14.18
-
244
Road B at Km 1/0
14.18
-
244
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. for as per MORT&H specification No.202,111, 112
-
-
-
Road A at Km 1/8
4.25
-
442
Road B at Km 1/0
4.25
-
442
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. for as per MORT&H specification No.202, 111, 112
-
-
-
Road A at Km 1/8
4.5
-
419
Road B at Km 1/0
4.5
-
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 FOUNDATIO OF BOX CULVERT MORHT No.304
-
-
-
Road A at Km 1/8
103
-
263
Road B at Km 1/0
103
-
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 MORHT No.1000,1500,1700 & 2200
-
-
-
Road A at Km 1/8
12
-
5539
Road B at Km 1/0
12
-
5492
Providing and fixing Class.I PVC Seepage pipes of 100mm dia. of required lengths for abutments and wings including cost and conveyance of all materials to work site, and labour charges for fixing, etc.,to drain the backfill between the retaining wall as per MORT&H No.2702
-
-
-
Road A at Km 1/8
28
-
177.5
Road B at Km 1/0
32
-
177.5
Vibrated Cement Concrete of grade M-20 Nominal Mix (1:1.5:3) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including form work and centering, using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete as per standard specifications Stem and Footing of Retaining Wall as per MORT&H Specificaton No.1000, 1500, 1700, 2200, 2300
-
-
-
Road A at Km 1/8
62
-
7786
Road B at Km 1/0
62
-
7295
Vibrated Reinforced Cement Concrete M25 (Design mix) using 20mm 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 Wall and Top Slab of Box culvert as per MORT&H specification No.1000,1500,1700 & 2300
-
-
-
Road A at Km 1/8
57
-
9887
Road B at Km 1/0
57
-
10330
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 Box culvert Top slab for as per MORT&H specification No.1000,1500,1700 & 2704
-
-
-
Road A at Km 1/8
34
-
666.4
Road B at Km 1/0
34
-
662.86
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 MORT&H specification No.1600
-
-
-
Road A at Km 1/8
4.4
-
93230
Road B at Km 1/0
4.4
-
93230
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 100 mm dia drainage spout projecting atleast 600mm 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 Spe No.2705
-
-
-
Road A at Km 1/8
4
-
2271
Road B at Km 1/0
4
-
2271
Filling behind outer wall of box culvert as per Appendix.6 of IRC : 78-2014 with clean gritty free draining gravel including having PHI Value more than 35 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, including hire charges for tools and plants and all other incidental charges etc., complete for as per MORT&H specification No.1000
-
-
-
Road A at Km 1/8
19
-
309
Road B at Km 1/0
19
-
309
SUB ESTIMATE - SINGLE CELL BOX CULVERT
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. for as per MORT&H specification No.202
-
-
-
Road A at Km 2/6
14.18
-
244
Road B at Km 1/4
14.18
-
244
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. for as per MORT&H specification No.202
-
-
-
Road A at Km 2/6
4.25
-
442
Road B at Km 1/4
4.25
-
442
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. for as per MORT&H specification No.202
-
-
-
Road A at Km 2/6
4.5
-
419
Road B at Km 1/4
4.5
-
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 No.304 & 305 for FOUNDATIO OF BOX CULVERT
-
-
-
Road A at Km 2/6
36
-
263
Road B at Km 1/4
36
-
263
Vibrated 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 below box culvert as per relevant standard specification No.1000,1500 & 2100
-
-
-
Road A at Km 2/6
10
-
5554
Road B at Km 1/4
10
-
5508
Providing and fixing Class.I PVC Seepage pipes of 100mm dia. of required lengths for abutments and wings including cost and conveyance of all materials to work site, and labour charges for fixing, etc.,to drain the backfill between the retaining wall as per MORT&H No.2702
-
-
-
Road A at Km 2/6
28
-
177.5
Road B at Km 1/4
28
-
177.5
Vibrated Cement Concrete of grade M-15 Nominal Mix (1:2:4) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including form work and centering, using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete as per standard specifications for Wing walland Parapet as per MORT&H Specificaton No.1000, 1500, 1700, 2200, 2300
-
-
-
Road A at Km 2/6
61
-
7449
Road B at Km 1/4
61
-
7402
Vibrated Reinforced Cement Concrete M25 (Design mix) using 20mm 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 Wall and Top Slab of Box culvert as per MORT&H specification No.1000,1500,1700 & 2300
-
-
-
Road A at Km 2/6
32
-
10746
Road B at Km 1/4
32
-
10700
Vibrated reinforced 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 Box culvert Top slab for as per MORT&H specification No.1000,1500,1700 & 2704
-
-
-
Road A at Km 2/6
18
-
667.5
Road B at Km 1/4
18
-
664
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 MORT&H specification No.1600
-
-
-
Road A at Km 2/6
1.9
-
93230
Road B at Km 1/4
1.9
-
93230
Filling behind outer wall of box culvert as per Appendix.6 of IRC : 78-2014 with clean gritty free draining gravel including having PHI Value more than 35 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, including hire charges for tools and plants and all other incidental charges etc., complete for as per MORT&H specification No.1000
-
-
-
Road A at Km 2/6
19
-
309
Road B at Km 1/4
19
-
309
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 100 mm dia drainage spout projecting atleast 600mm 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 Spe No.2705
-
-
-
Road A at Km 2/6
2
-
2271
Road B at Km 1/4
2
-
2271
SUB ESTIMATE - PCC RETAINING WALL
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 no.111, 112, 304 for FOUNDATION OF RETAINING WALL
-
-
-
Road A at Km 0/4, 0/6
212
-
241
Road B at Km 0/8 - 1/0
195
-
241
Road B at Km 1/0 - 1/2
150
-
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 as per relevent standard specification for Footing of retaining walls MORHT No.1000,1500,1700,2100 & 2200
-
-
-
Road A at Km 0/4, 0/6
256
-
6892
Road B at Km 0/8 - 1/0
235
-
6862
Road B at Km 1/0 - 1/2
181
-
6866
Vibrated Cement Concrete M20 nominal mix 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 as per relevent standard specification for Stem of retaining walls MORHT No.1000,1500,1700 & 2200
-
-
-
Road A at Km 0/4, 0/6
160
-
8396
Road B at Km 0/8 - 1/0
147
-
8366
Road B at Km 1/0 - 1/2
113.5
-
8370
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 MORHT No.2706
-
-
-
Road A at Km 0/4, 0/6
147
-
177.5
Road B at Km 0/8 - 1/0
135
-
177.5
Road B at Km 1/0 - 1/2
104
-
177.5
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
-
42546913.51
GST 18% for above SubTotal Amount
1
-
7658444.43
Total in Figures (SubTotal + GST)
-
-
-
Evaluation Notes How It Works ?
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