National Bank For Agriculture And Rural Development Tender
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National Bank For Agriculture And Rural Development - NABARD Tender
Eprocure
Opening Date11 Feb 2020
Closing Date20 Mar 2020
Tender Amount₹ 5,29,50,000
Costs
EMD
₹ 2,75,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2020_HWAY_157556_1Bid Award Id
ViewTender No
23/2019-2020/SDOTender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
Road B
4680
-
3.9
Road C
5580
-
3.9
Road D
2880
-
3.9
Picking 5cm to 10cm old B.T surface and
sectioning 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.
-
-
-
Road B
1925
-
12.99
Road C
1625
-
12.99
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
-
-
-
Road A
1008.5
-
1266.38
Road B
842
-
1472.42
Road C
1236.5
-
1463.62
Road D
959
-
1336.02
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam to specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to the 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 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
-
-
-
Road A
1008.5
-
1555.11
Road B
2847
-
1608.96
Road C
3351
-
1608.96
Road D
1597
-
1608.96
Providing and laying of prime coat over 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
-
-
-
Road A
4033.5
-
60.7
Road B
11390
-
60.66
Road C
13405
-
60.65
Road D
6388
-
60.67
Providing and laying Tack Coat over 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.
-
-
-
Road A
4033.5
-
11.66
Road B
11390
-
11.64
Road C
13405
-
11.64
Road D
6388
-
11.64
Providing and laying 50mm consolidated thick Dense Bituminous macadam using 0.24cum of 26.5-13.2mm, 0.25cum of 13.20-2.36mm and 0.23 cum of 2.36mm and below and with 53.20kgs of VG30 Bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen 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
-
-
-
Road A
202
-
6986.5
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
-
-
-
Road B
569.5
-
5946.68
Road C
670.5
-
5946.68
Road D
320
-
5946.68
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.
-
-
-
Road A
121
-
7543.38
Road B
342
-
7594.18
Road C
402.5
-
7594.18
Road D
192
-
7594.18
Vibrated Cement Concrete M30 (design mix) 75mm uniform thick with surface reinforcement conforming to section 2702.2 of MoRT&H 2013, 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 potable water, including all other incidental charges form work complete for over the causeway.
-
-
-
Road D
121
-
571.8
Providing and laying of Carted Earth including cost and conveyance of the same to work site including stacking the same to departmental gauge for premeasurement including all labour charges for laying, spreading etc., complete and as directed by the departmental Engineers.
-
-
-
Road A
830
-
121
Road B
2394
-
121
Road C
2968
-
121
Road D
1607
-
101
Providing RCC M15 grade precast KM Stone of standard design as per IRC: 8 - 1980 and fixing in position including all incidental charges, etc., complete as per MORT&H specification No. 804 and as directed by the Engineer. (Replacing the damaged / non-standard / missing KM stones)
-
-
-
Road B
3
-
906
Road C
3
-
906
Road D
1
-
906
Providing RCC M15 grade precast HM Stone of standard design as per IRC: 8 - 1980 and fixing in position including all incidental charges, etc., complete as per MORT&H specification No. 804 and as directed by the Engineer (Replacing the damaged / non-standard / missing HM stones)
-
-
-
Road A
3
-
256
Road B
12
-
256
Road C
14
-
256
Road D
7
-
256
Box Culvert: 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 as per MORT&H Vth specification No.304
-
-
-
Road B - Km 0/952 & Km 1/078
114
-
197
Road B - Km 2/890
57
-
197
Road C
57
-
197
Road D
57
-
197
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, 2200
-
-
-
Road B - Km 0/952 & Km 1/078
19
-
4971
Road B - Km 2/890
9.5
-
4990
Road C
9.5
-
5003
Road D
9.5
-
4812
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 and Footing of Retaining wall as per MORT&H Vth specification No.1000, 1500, 1700, 2200
-
-
-
Road B - Km 0/952 & Km 1/078
100
-
6686
Road B - Km 2/890
50
-
6705
Road C
50
-
6718
Road D
50
-
6527
Vibrated Cement Concrete M25 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 Bottom slab, side wall and Top slab for Box Culvert as per MORT&H Vth specification No.1000, 1500, 1700, 2200, 2300
-
-
-
Road B - Km 0/952 & Km 1/078
63
-
8914
Road B - Km 2/890
31.5
-
8933
Road C
31.5
-
8946
Road D
31.5
-
8756
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 MORT&H Vth specification No.2707
-
-
-
Road B - Km 0/952 & Km 1/078
52
-
172.8
Road B - Km 2/890
26
-
172.8
Road C
26
-
172.8
Road D
26
-
172.8
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 as per MORT&H Vth specification No.2705
-
-
-
Road B - Km 0/952 & Km 1/078
4
-
2100
Road B - Km 2/890
2
-
2100
Road C
2
-
2100
Road D
2
-
2100
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 Vth specification No.1600
-
-
-
Road B - Km 0/952 & Km 1/078
4.2
-
69850
Road B - Km 2/890
2.1
-
69850
Road C
2.1
-
69850
Road D
2.1
-
69850
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 Vth specification No.2702
-
-
-
Road B - Km 0/952 & Km 1/078
34.5
-
584
Road B - Km 2/890
17.5
-
585.4
Road C
17
-
586.4
Road D
17.5
-
571.8
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 Parapet over Box culvert as per MORT&H Vth specification No. 1000, 1500, 1700, 2200, 2300
-
-
-
Road B - Km 0/952 & Km 1/078
3
-
8287
Road B - Km 2/890
1.5
-
8306
Road C
8.42
-
8318
Road D
1.5
-
8129
Filing 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 other incidental charges etc. complete as per MORT&H Vth specification No. 1000
-
-
-
Road B - Km 0/952 & Km 1/078
29
-
281
Road B - Km 2/890
14.5
-
281
Road C
18.5
-
281
Road D
14.5
-
281
Earth work excavation in all classes of soil except hard rock not requiring blasting and depositing on bank with all leads and all lifts as per SS20B including cost of labour, equipments and all other incidental charges such as bailing out water, providing necessary coffer dam sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstruction trimming bottom of excavation, backfilling and clearing the site and disposal of all surplus earth with all leads etc,. complete as per standard specification for Training the Channel as per MORT&H Vth specification No.304
-
-
-
Road B - Km 0/952 & Km 1/078
144
-
73.1
Road B - Km 2/890
72
-
73.1
Road C
72
-
73.1
Road D
72
-
73.1
Dismantling the existing RR Masonry in the existing 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 MORT&H Vth specification No.202
-
-
-
Road B - Km 0/952 & Km 1/078
29
-
168
Road B - Km 2/890
14.5
-
168
Road C
14.5
-
168
Road D
14.5
-
168
Clearing light jungle by cutting, removing and disposing of all materials such as bushes, shrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees upto 300mm girth for Diversion road as per MORT&H Vth specification No.201
-
-
-
Road B - Km 0/952 & Km 1/078
136
-
3.9
Road B - Km 2/890
68
-
3.9
Road C
68
-
3.9
Road D
68
-
3.9
Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drain in accordance with specifications and the lines , grades and cross sections shown in the drawings or as indicated by the Engineer using Carted Earth for formation of Diversion road for 100% compaction as per MORT&H Vth specification No.304, 305
-
-
-
Road B - Km 0/952 & Km 1/078
636
-
121
Road B - Km 2/890
318
-
121
Road C
318
-
121
Road D
318
-
101
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
-
-
-
Road B - Km 0/952 & Km 1/078
34
-
1472.42
Road B - Km 2/890
17
-
1472.42
Road C
17
-
1463.62
Road D
17
-
1336.02
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150mm thick to specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to the 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 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 as per MORT&H Vth specification No.2900
-
-
-
Road B - Km 0/952 & Km 1/078
34
-
1608.96
Road B - Km 2/890
17
-
1608.96
Road C
17
-
1608.96
Road D
17
-
1608.96
Supplying, Laying Hoisting 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 1:4 and all other incidental charges etc., complete as per the standard specification for Diversion road as per MORT&H Vth specification No.2900
-
-
-
Road B - Km 0/952 & Km 1/078
20
-
3897
Road B - Km 2/890
10
-
3897
Road C
10
-
3897
Road D
10
-
3897
Pipe Culvert - Earth work excavation in all class of soil such as hard stiff clay, stiff black cotton hard red earth, shales, murrams,gravel, stoney earth etc and depositing on bonk with all leads and lifts and all other incidential charges such as bailing out water , shoring,strutting and forming protective bunds whever necessary etc complete as per strandard specification for foundation as per MORT&H Vth specification No.304
-
-
-
Road C
22
-
175
Vibrated Cement concrete M20 1:2:4 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site complying to required standard and specification including labour for layiny,watering, curing and compacting and all other incidetial charges etc complete Below sill Level as per MORT&H Vth specification No.1000, 1500, 1700, 2200
-
-
-
Road C
4.5
-
5042
Vibrated Cement concrete M20 1:2:4 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site complying to required standard and specification including labour for layiny,watering, curing and compacting and all other incidetial charges etc complete Above Sill Level as per MORT&H Vth specification No.1000, 1500, 1700, 2200
-
-
-
Road C
17.5
-
7282
Cost and supply of 1000mm 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 departmental officers. Culvert at KM as per MORT&H Vth specification No.2900
-
-
-
Road C
7.5
-
3700
Laying and jointing in position the NP3 1000mm dia RCC hume Pipes excluding 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
-
-
-
Road C
7.5
-
197
Providing gravel filling including cost and conveyance of gravel to work site stacking it to standard departmental gauge for pre-measurement as directed by the departmental officers including labour, laying, spreading gravel to achieve 100% proctor density under OMC including power roller rolling, including watering, hire and fuel charges for power roller, water sprinkler and all other tools and plants employed and all other incidential charges etc complete as per MORT&H Vth specification No.1000
-
-
-
Road C
39
-
281
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
-
-
GST 12% for above SubTotal Amount
1
-
-
Total in Figures (SubTotal + GST)
-
-
-
Evaluation Notes How It Works ?
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