National Bank For Agriculture And Rural Development Tender
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National Bank For Agriculture And Rural Development - NABARD Tender
Eprocure
Opening Date26 Jun 2020
Closing Date24 Jul 2020
Tender Amount₹ 5,12,19,000
Costs
EMD
₹ 2,66,500Document 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_169796_1Bid Award Id
ViewTender No
07/2020-2021/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
3260
-
4.4
Road.C
3168
-
4.4
Road.D
1970
-
4.4
Construction of Granular sub-base Grade-V 220mm 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
-
-
-
Road.A
1319
-
1356.78
Construction of Granular sub-base Grade-V 200mm 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
-
-
-
Road.B
1697
-
1369.98
Road.C
1416
-
1427.18
Road.D
1714
-
1453.58
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm. thick in two layers of 125mm each thick 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
1499
-
1592.25
Road.B
2122
-
1592.25
Road.C
1770
-
1592.25
Road.D
2143
-
1592.25
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
-
-
-
Road.A
5994
-
50.65
Road.B
8485
-
50.64
Road.C
7080
-
50.66
Road.D
8569
-
50.66
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.
-
-
-
Road.A
5994
-
10.73
Road.B
8485
-
10.73
Road.C
7080
-
10.73
Road.D
8569
-
10.74
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.A
300
-
5274.06
Road.B
425
-
5274.06
Road.C
354
-
5274.06
Road.D
429
-
5274.06
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
180
-
6593.08
Road.B
255
-
6593.08
Road.C
213
-
6593.08
Road.D
258
-
6593.08
Providing and laying of carted Earth SS20B including cost and conveyance of the same to work site with an average lead of 2 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 side berms as per MORT&H Specificaton No.304 & 305
-
-
-
Road.A
2546
-
124
Road.C
1801
-
124
Road.D
1874
-
124
Providing and laying of carted Earth SS20B including cost and conveyance of the same to work site with an average lead of 1 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 side berms as per MORT&H Specificaton No.304 & 305
-
-
-
Road.B
3562
-
113
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.804)
-
-
-
Road.A
7
-
256
Road.B
9
-
256
Road.C
7
-
256
Road.D
9
-
256
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.804)
-
-
-
Road.A
1
-
906
Road.B
2
-
906
Road.C
1
-
906
Road.D
2
-
906
Provision for Scheme Board
-
-
-
Road.A
1
-
9057
Road.B
1
-
9057
Road.C
1
-
9057
Road.D
1
-
9057
SUB WORK
-
-
-
Pipe Culvert
-
-
-
Dismandling the existing plain cement concrete in the existing damaged pipe culvert and clearing aways from the work site and carefully stacking the usefull material for reuse on the road side departmental officer including all labour and incidental charges etc.,complete as per MORT&H Specificaton No.202
-
-
-
Road.A
16.5
-
332
Dismantling the existing Random Ruble Masonry in Cement mortar walls upto 3m height 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 MORT&H Specificaton No.202
-
-
-
Road.B at Km.2/2 Single row pipe culvert
26
-
193
Road.C at Km.0/2 Single row pipe culvert
26
-
193
Earth work excavation in all classes of soils except soft disintegrated rock and hard roack and depositing on bank as per SS 20 B with all leads and lifts and all other incidental charges such as bailing out of water shoring strutting walling for levelling ground and their subsequent removal of all logs stump grubs and other deleterious matter and obstructions ,trimming bottom of excavation back filling and cleaning the site and disposal of all other surplus materilas etc., complete as per standard specification for Foundation of Body wall of Pipe culvert as per MORT&H Specificaton No.304 & 305
-
-
-
Road.A
43
-
196
Road.B ( Single row pipe culvert at Km.0/6)
43
-
196
Road.B ( Single row pipe culvert at Km.2/2 )
43
-
196
Road.B at Km.1/2 & 1/4 Two row pipe culvert
153
-
196
Road.C at Km.0/2 Single row pipe culvert
45
-
196
Road.C at Km.0/6 Single row pipe culvert
45
-
196
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 as per MORT&H Specificaton No.1000
-
-
-
Road.A
13
-
248
Road.B ( Single row pipe culvert at Km.0/6)
13
-
182
Road.B ( Single row pipe culvert at Km.2/2 )
13
-
196
Road.B at Km.1/2 & 1/4 Two row pipe culvert
44
-
189
Road.C at Km.0/2 Single row pipe culvert
13
-
189
Road.C at Km.0/6 Single row pipe culvert
13
-
189
Vibrated cement concrete of grade M15 Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and 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 incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for LC for Foundation of Body wall of pipe culvert as per MORT&H Specificaton No.1000, 1500, 1700, 2200, 2300, 2704
-
-
-
Road.A
5
-
5162
Road.B ( Single row pipe culvert at Km.0/6)
5
-
5032
Road.B ( Single row pipe culvert at Km.2/2 )
5
-
5060
Road.B at Km.1/2 & 1/4 Two row pipe culvert
14
-
5046
Road.C at Km.0/2 Single row pipe culvert
5
-
5046
Road.C at Km.0/6 Single row pipe culvert
5
-
5046
Vibrated cement concrete of grade M15 Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and 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 incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for Footing of Body wall of pipe culvert as per MORT&H Specificaton No.1000, 1500, 1700, 2200, 2300, 2704
-
-
-
Road.A
14
-
6562
Road.B ( Single row pipe culvert at Km.0/6)
14
-
6431
Road.B ( Single row pipe culvert at Km.2/2 )
14
-
6459
Road.B at Km.1/2 & 1/4 Two row pipe culvert
36
-
6397
Road.C at Km.0/2 Single row pipe culvert
14
-
6445
Road.C at Km.0/6 Single row pipe culvert
14
-
6445
Vibrated cement concrete of grade M15 Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and 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 incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for Body wall and parapet of pipe culvert as per MORT&H Specificaton No.1000, 1500, 1700, 2200, 2300, 2704
-
-
-
Road.A
15
-
7768
Road.B ( Single row pipe culvert at Km.0/6)
15
-
7938
Road.B ( Single row pipe culvert at Km.2/2 )
15
-
7966
Road.B at Km.1/2 & 1/4 Two row pipe culvert
36
-
8108
Road.C at Km.0/2 Single row pipe culvert
15
-
7952
Road.C at Km.0/6 Single row pipe culvert
15
-
7952
Supply of 1000mm dia RCC NP3 class pipes confirming to IS 458 specification as directed by the departmental officers including cost and conveyance of pipes to the worksite and all other incidental charges etc., complete as per standard specification as per MORT&H Specificaton No.2900
-
-
-
Road.A
7.5
-
3700
Road.B ( Single row pipe culvert at Km.0/6)
7.5
-
3700
Road.B ( Single row pipe culvert at Km.2/2 )
7.5
-
3700
Road.B at Km.1/2 & 1/4 Two row pipe culvert
30
-
3700
Road.C at Km.0/2 Single row pipe culvert
7.5
-
3700
Road.C at Km.0/6 Single row pipe culvert
7.5
-
3700
Laying and fixing 1000mm dia RCC NP3 pipe in position excluding cost of pipes but including conveyance to work spot and handling charges on both sides including labour charges for hoisting and placing the pipes in position and packing the joints and all other incidental charges etc., complete as per standard specification as per MORT&H Specificaton No.2900
-
-
-
Road.A
7.5
-
238
Road.B ( Single row pipe culvert at Km.0/6)
7.5
-
238
Road.B ( Single row pipe culvert at Km.2/2 )
7.5
-
238
Road.B at Km.1/2 & 1/4 Two row pipe culvert
30
-
238
Road.C at Km.0/2 Single row pipe culvert
7.5
-
238
Road.C at Km.0/6 Single row pipe culvert
7.5
-
238
Box Culvert
-
-
-
Dismantling the existing Random Ruble Masonry in Cement mortar walls upto 3m height 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 MORT&H Specificaton No.202
-
-
-
Road.C (Two Cell Box culvert)
44
-
193
Dismandling the existing RCC concrete in the existing damaged Slab culvert and clearing aways from the work site and carefully stacking the usefull material for reuse on the road side departmental officer including all labour and incidental charges etc.,complete as per MORT&H Specificaton No.202
-
-
-
Road.C (Two Cell Box culvert)
4.4
-
5045
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 Dressing the Bed up to Sill Level as per MORT&H Specificaton No.304 & 305
-
-
-
Road.C (Two Cell Box culvert)
94.4
-
84
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 Specificaton No.304 & 305
-
-
-
Road.A (Six Cell Box culvert)
591
-
218
Road.C (Two Cell Box culvert)
186
-
218
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 as per MORT&H Specificaton No.1000, 1500, 1700, 2200, 2300
-
-
-
Road.A (Six Cell Box culvert)
69
-
5174
Road.C (Two Cell Box culvert)
27
-
5060
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 Base Slab, Side walls, Top Slab as per MORT&H Specificaton No.1000, 1500, 1700, 2200, 2300
-
-
-
Road.A (Six Cell Box culvert)
147
-
8993
Road.C (Two Cell Box culvert)
65
-
9070
Vibrated reinforced cement concrete M.25. (Design mix) using HBG graded metal of 20 mm and below ISS size including cost and conveyance of all materials to work site but excluding cost and conveyance and fabrication of steel but including cost and labour charges for formwork and centering, labour charges for compacting curing, including all incidental charges etc. complete for FOR Approach slab as per MORT&H Specificaton No.1000, 1500, 1700, 2200, 2300
-
-
-
Road.A (Six Cell Box culvert)
14
-
7482
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 Specificaton No.1600
-
-
-
Road.A (Six Cell Box culvert)
14
-
73383
Road.C (Two Cell Box culvert)
4.28
-
73383
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 as per MORT&H Specificaton No.2702
-
-
-
Road.A (Six Cell Box culvert)
143
-
613.4
Road.C (Two Cell Box culvert)
18
-
604.6
Vibrated Cement concrete in CC 1:2:4 using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for Parapet and Retaining wall as per MORT&H Specificaton No.1000, 1500, 1700, 2200, 2300
-
-
-
Road.A (Six Cell Box culvert)
138
-
6546
Road.C (Two Cell Box culvert)
99
-
6301
Construction of Granular sub-base Grade-V 100mm 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
-
-
-
Road.C (Two Cell Box culvert)
56.3
-
1427.18
Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer - Formation of embankment using carted earth with an average lead of 2 km. for diversion road as per MORT&H Specificaton No.304 & 305
-
-
-
Road.C (Two Cell Box culvert)
180
-
124
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 No.2702
-
-
-
Road.A (Six Cell Box culvert)
76
-
172.8
Road.C (Two Cell Box culvert)
36
-
172.8
Filling behind Abutment and Wing walls with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers tamping under optimum moisture content to get the maximum density, including watering, with all leads for water and all other incidental charges, etc., complete
-
-
-
Road.A (Six Cell Box culvert)
134
-
254
Road.C (Two Cell Box culvert)
99
-
298
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 MORT&H No.2705
-
-
-
Road.A (Six Cell Box culvert)
12
-
2163
Road.C (Two Cell Box culvert)
4
-
2163
Providing and fixing moulded bitumen joint pad 12mm thick for Expansion joint including cost of sealing compound and priming cost including conveyance and all labour charges for fixing them in position as per the standard specification
-
-
-
Road.A (Six Cell Box culvert)
23
-
100
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
-
45730836.58
GST 12% for above SubTotal Amount
1
-
5487700.39
Total in Figures (SubTotal + GST)
-
-
-
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