National Bank For Agriculture And Rural Development Tender
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National Bank For Agriculture And Rural Development - NABARD Tender
Eprocure
Opening Date28 Oct 2019
Closing Date28 Nov 2019
Tender Amount₹ 5,89,11,000
Costs
EMD
₹ 3,05,000Document 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
2019_HWAY_142343_1Bid Award Id
ViewTender No
9/2019-2020/SDOTender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
Road.C
450
-
4.29
Road.D
648
-
4.29
Construction of granular sub- base of 100/150/200/&300 mm thick by providing close graded Material, mixing in a mechanical mix plantat 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 (Specification Number as per MORTH Rev.V 111,112,401,900).
-
-
-
Road.A
2760
-
2072.45
Road.B
1969
-
1962.45
Road.C
541
-
2010.85
Road.D
428
-
2024.05
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
2300
-
2231.77
Road.B
2461
-
2231.77
Road.C
676
-
2231.77
Road.D
714
-
2231.77
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
9198
-
64.63
Road.B
9844
-
64.66
Road.C
2704
-
64.63
Road.D
2854
-
64.63
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
9198
-
12.44
Road.B
9844
-
12.45
Road.C
2704
-
12.44
Road.D
2854
-
12.44
Providing and laying 50 mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm,0.25cum of 13.20-2.36mm and0.23cum of 2.36mm& below and with53.20Kg of VG30 bitumen for premixing per 10sqm including cost and conveyance of all material to CMP site, heating thebitumen and aggregate to required temperature and mixing them in required temparature in central hot mix plant 20-30 ton caoacity, conveying the mix by tipper trucks to work site,spreading the mix to unifrom thickness of 50mm with paver to the specfied grades and cross sections and compacted by Vibratory/Penumatic Roller to required density etc., including labour for attending to paver at site etc., including the charges for 20-30t CMP with bituman boiler,tipper trucks ,Paver Finisher/9m Paver Finisher,Vibratory/Pneumatic Rollers and all other tools and plant required,including fuel and all other incidental charges etc., copmlete as per specfication using CMP as per clause 505 of MORTH Rev-5
-
-
-
Road.A
460
-
8213.24
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.B
493
-
6968.98
Road.C
136
-
6968.98
Road.D
143
-
6968.98
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).
-
-
-
Road.A
276
-
8846.5
Road.B
296
-
8846.5
Road.C
82
-
8846.5
Road.D
86
-
8846.5
Carted earth with lead of 5 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.
-
-
-
Road.A
3081
-
150
Road.B
4134
-
150
Road.C
1113
-
150
Road.D
916
-
150
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
6
-
256
Road.B
11
-
256
Road.C
3
-
256
Road.D
3
-
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
2
-
906
Road.B
2
-
906
Providing and erecting of Direction and place identification retro reflectorised sign made out of high intensity Plastic grade sheeting confirming of Type.IV standard of IRC 67:2012 and ASTM D 4956-09, specification and fixed over 2mm thick aluminimum sheet fixed over a back supporting frame of 25mmx25mmx3mm mild steel angle and supported on a mild steel angle post 75x75x6mm 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 painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveynace 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 engineerin charge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per table 6.6 of IRC 67-2012. The retro reflective sheeting shall be covered under 7 years 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) Rater per sqm (for sign having area morthan 0.9sqm) type-IV
-
-
-
Road.A
1
-
9057
Road.B
1
-
9057
Road.D
1
-
9057
i) Sub Work
-
-
-
Dismantling the existing Brick masonary including labour charges for dismantling and all other incidental charges etc.,complete. -Item No.14-SOR.
-
-
-
A) Reconstruction of Single row RCC pipe culvert at km 1/8 and Three row RCC pipe culvert at km 2/0 of Vitchoor - Napalayam road Km 1/4 - 3/0
-
-
-
At Ch : 1/8 (Reconstruction)
10.5
-
168
At Ch : 2/0 (Reconstruction)
40.5
-
168
D) Reconstruction of Single row RCC pipe culvert at km 0/2 (i) and km 0/2 (ii) of Kannampalayam village road Km 0/0 - 0/750
-
-
-
At Ch : 0/2 (i) (Reconstruction)
10
-
168
At Ch : 0/2 (ii) (Reconstruction)
10
-
168
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.
-
-
-
A) Reconstruction of Single row RCC pipe culvert at km 1/8 and Three row RCC pipe culvert at km 2/0 of Vitchoor - Napalayam road Km 1/4 - 3/0
-
-
-
At Ch : 1/8 (Reconstruction)
61
-
189
At Ch : 2/0 (Reconstruction)
138.5
-
189
B) Construction of Three row RCC pipe culvert at km 1/0 and 1/100 of P.P. Road to Kandigai Via Soundapuram at Vadakkunallur Panchay at Km 0/0 - 2/6
-
-
-
At Km 1/0 (New Construction)
107
-
189
At Km 1/100 (New Construction)
107
-
189
D) Reconstruction of Single row RCC pipe culvert at km 0/2 (i) and km 0/2 (ii) of Kannampalayam village road Km 0/0 - 0/750
-
-
-
At Ch : 0/2 (i) (Reconstruction)
50
-
189
At Ch : 0/2 (ii) (Reconstruction)
50
-
189
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.
-
-
-
A) Reconstruction of Single row RCC pipe culvert at km 1/8 and Three row RCC pipe culvert at km 2/0 of Vitchoor - Napalayam road Km 1/4 - 3/0
-
-
-
At Ch : 1/8 (Reconstruction)
10
-
525
At Ch : 2/0 (Reconstruction)
42
-
520
B) Construction of Three row RCC pipe culvert at km 1/0 and 1/100 of P.P. Road to Kandigai Via Soundapuram at Vadakkunallur Panchay at Km 0/0 - 2/6
-
-
-
At Km 1/0 (New Construction)
31
-
556
At Km 1/100 (New Construction)
31
-
556
D) Reconstruction of Single row RCC pipe culvert at km 0/2 (i) and km 0/2 (ii) of Kannampalayam village road Km 0/0 - 0/750
-
-
-
At Ch : 0/2 (i) (Reconstruction)
12
-
498
At Ch : 0/2 (ii) (Reconstruction)
12
-
498
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.
-
-
-
A) Reconstruction of Single row RCC pipe culvert at km 1/8 and Three row RCC pipe culvert at km 2/0 of Vitchoor - Napalayam road Km 1/4 - 3/0
-
-
-
At Ch : 1/8 (Reconstruction)
8
-
5230
At Ch : 2/0 (Reconstruction)
18.5
-
5223
B) Construction of Three row RCC pipe culvert at km 1/0 and 1/100 of P.P. Road to Kandigai Via Soundapuram at Vadakkunallur Panchay at Km 0/0 - 2/6
-
-
-
At Km 1/0 (New Construction)
14
-
5210
At Km 1/100 (New Construction)
14
-
5210
D) Reconstruction of Single row RCC pipe culvert at km 0/2 (i) and km 0/2 (ii) of Kannampalayam village road Km 0/0 - 0/750
-
-
-
At Ch : 0/2 (i) (Reconstruction)
5
-
5193
At Ch : 0/2 (ii) (Reconstruction)
5
-
5193
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 Foundation of Body wall of pipe culvert. (Below sill)
-
-
-
A) Reconstruction of Single row RCC pipe culvert at km 1/8 and Three row RCC pipe culvert at km 2/0 of Vitchoor - Napalayam road Km 1/4 - 3/0
-
-
-
At Ch : 1/8 (Reconstruction)
14
-
6430
At Ch : 2/0 (Reconstruction)
22
-
6356
B) Construction of Three row RCC pipe culvert at km 1/0 and 1/100 of P.P. Road to Kandigai Via Soundapuram at Vadakkunallur Panchay at Km 0/0 - 2/6
-
-
-
At Km 1/0 (New Construction)
22
-
6297
At Km 1/100 (New Construction)
22
-
6297
D) Reconstruction of Single row RCC pipe culvert at km 0/2 (i) and km 0/2 (ii) of Kannampalayam village road Km 0/0 - 0/750
-
-
-
At Ch : 0/2 (i) (Reconstruction)
14
-
6348
At Ch : 0/2 (ii) (Reconstruction)
14
-
6348
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 (Above sill)
-
-
-
A) Reconstruction of Single row RCC pipe culvert at km 1/8 and Three row RCC pipe culvert at km 2/0 of Vitchoor - Napalayam road Km 1/4 - 3/0
-
-
-
At Ch : 1/8 (Reconstruction)
15
-
7558
At Ch : 2/0 (Reconstruction)
21.5
-
7558
B) Construction of Three row RCC pipe culvert at km 1/0 and 1/100 of P.P. Road to Kandigai Via Soundapuram at Vadakkunallur Panchay at Km 0/0 - 2/6
-
-
-
At Km 1/0 (New Construction)
22
-
7206
At Km 1/100 (New Construction)
22
-
7206
D) Reconstruction of Single row RCC pipe culvert at km 0/2 (i) and km 0/2 (ii) of Kannampalayam village road Km 0/0 - 0/750
-
-
-
At Ch : 0/2 (i) (Reconstruction)
12
-
7476
At Ch : 0/2 (ii) (Reconstruction)
12
-
7476
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.
-
-
-
A) Reconstruction of Single row RCC pipe culvert at km 1/8 and Three row RCC pipe culvert at km 2/0 of Vitchoor - Napalayam road Km 1/4 - 3/0
-
-
-
At Ch : 1/8 (Reconstruction)
12.5
-
3700
At Ch : 2/0 (Reconstruction)
37.5
-
3700
B) Construction of Three row RCC pipe culvert at km 1/0 and 1/100 of P.P. Road to Kandigai Via Soundapuram at Vadakkunallur Panchay at Km 0/0 - 2/6
-
-
-
At Km 1/0 (New Construction)
22.5
-
3700
At Km 1/100 (New Construction)
22.5
-
3700
D) Reconstruction of Single row RCC pipe culvert at km 0/2 (i) and km 0/2 (ii) of Kannampalayam village road Km 0/0 - 0/750
-
-
-
At Ch : 0/2 (i) (Reconstruction)
7.5
-
3700
At Ch : 0/2 (ii) (Reconstruction)
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.
-
-
-
A) Reconstruction of Single row RCC pipe culvert at km 1/8 and Three row RCC pipe culvert at km 2/0 of Vitchoor - Napalayam road Km 1/4 - 3/0
-
-
-
At Ch : 1/8 (Reconstruction)
12.5
-
197
At Ch : 2/0 (Reconstruction)
37.5
-
197
B) Construction of Three row RCC pipe culvert at km 1/0 and 1/100 of P.P. Road to Kandigai Via Soundapuram at Vadakkunallur Panchay at Km 0/0 - 2/6
-
-
-
At Km 1/0 (New Construction)
22.5
-
197
At Km 1/100 (New Construction)
22.5
-
197
D) Reconstruction of Single row RCC pipe culvert at km 0/2 (i) and km 0/2 (ii) of Kannampalayam village road Km 0/0 - 0/750
-
-
-
At Ch : 0/2 (i) (Reconstruction)
7.5
-
197
At Ch : 0/2 (ii) (Reconstruction)
7.5
-
197
ii) Sub Work
-
-
-
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 SIDE DRAIN.
-
-
-
Road.C
720
-
189
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 for below foundation.
-
-
-
Road.C
72
-
493
Vibrated cement concrete of grade M10 Nominal Mix 1:3:6 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 Levelling Course for Foundation of SIDE DRAIN.
-
-
-
Road.C
72
-
4471
Vibrated Rein cement concrete of grade M25( Design Mix 1:1.5:3) using 20mm 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 Bottom slab, Side wall and Top slab.
-
-
-
Road.C
320
-
10727
Providing Chut pipe with FRP Grating.
-
-
-
Road.C
52
-
565
Supply and fabrication fo Fe -500 steel all RCC items of works involved in the schedule, including cost of steel at site and cost of fabraction labour charges for cleaning the roads straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary and placing the reinforcement in positions as specified in the drawings inclduing cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges, etc., complete.
-
-
-
Road.C
26.72
-
71831
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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