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 Date9 Sep 2024
Closing Date24 Sep 2024
Tender Amount₹ 3,71,69,000
Costs
EMD
₹ 1,96,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_479015_1Bid Award Id
ViewTender No
TN.No.06 / SI.No.01 / 2024-2025 / 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
Documents
BOQ Items
Road
1423
2711256
1905.31
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 Specification Number as per MORTH Rev.V 111,112,406,900.
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-
-
Road
2372
5030300
2120.7
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)
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-
-
Road
9485
934557
98.53
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).
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-
-
Road
9485
193209
20.37
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).
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-
-
Road
475
4132471
8699.94
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 to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t 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 Specification Number as per MORTH Rev.V 111,112,507,900.
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-
-
Road
285
3142495
11026.3
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 as per clause No.304, 305 of MORT&H Vth rev
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-
-
Road
2458
775105
315.34
Providing R.C.C M-15 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)
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-
-
Road
2
4394
2197
Providing R.C.C M-15 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)
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-
-
Road
12
6895
574.65
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 confiming to TYPE- IV standards of IRC:67-2012 and ASTM D 4956-09, specification and fixed over 2mm thick aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mmm mild steel angle post 75x75x6mm with a clear height of not less than 2.10m from the ground level bottom of the sign board and 0.60 m below ground level . The sign post should be painted as per IRC 67-2012and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materail, equipment, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by engineer in charge. High intensity Retro Reflectro Sheet shall consist of minimmum 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 of IRC 67:2012 Specification (as per MoRT&H Specification. No.801) for Scheme board (More than 0.90 sqm)
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Road
1.08
12749
11805
Providing and erecting single sided double Guard metal Beam crash barrier system 1.80 m high,comprising of 3 mm thick wall "W" beams posts and spacer channela shall be made by cold roll forming using HR conform to IS 5986 Fe-410 / 360 and dip galvanized having Zinc mass of 550gms / sqm minimum 95mm above road / ground level, fixed on ISMC series channel vertical posts 150 X 75 X 5 mm spaced 2m centre to centre, 312 mm X 83mm flange width 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350 X 350 X 800mm for a length of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS : 1367 clause 4.60 all complete as per technical specification and as directed by the Engineer – in – charge.
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-
-
Road
160
1040000
6500
RCC Box Culvert
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
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-
-
Km.1/6 (Three vent 3.0X3.0)
14.94
4230
283.14
Dismantling the existing RCC Slab 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 as per MOR&H Vth specification No.202.
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-
-
Km.1/6 (Three vent 3.0X3.0)
9.07
39079
4308.7
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.304
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-
-
Km.1/6 (Three vent 3.0X3.0)
241.34
59495
246.52
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.
-
-
-
Km.1/6 (Three vent 3.0X3.0)
13.59
101224
7448.44
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 MORT&H Vth specification No.1000, 1500, 1700, 2200.
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-
-
Km.1/6 (Three vent 3.0X3.0)
130.24
1725974
13252.26
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 but excluding cost and fabrication of steel but 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 Wing Wall and Parapet over Box Culvert as per MORT&H Vth specification No.1000, 1500, 1700, 2200
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-
-
Km.1/6 (Three vent 3.0X3.0)
149.58
1330472
8894.72
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
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-
-
Km.1/6 (Three vent 3.0X3.0)
10.2
1111160
108937.27
Supply and fabrication of Fe.250 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 for wearing coat over deck slab as per MORT&H Vth specification No.1600
-
-
-
Km.1/6 (Three vent 3.0X3.0)
0.37
40306
108937.27
Vibrated Reinforced Cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to work site including cost of cement at site including all labour charges for mixing 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 section 1000,1500,1700,2702 of MORTH Rev.5.
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-
-
Km.1/6 (Three vent 3.0X3.0)
70.88
62036
875.23
Providing FILTER MEDIA behind Abutment and return walls for 600mm thickness using filter material conforming to clause 309.3.2.B of MORTH wellpacked with smaller size towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges,etc complete as per Cl.710.1.4 & Appendix-6 of IRC:78-2014.
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-
-
Km.1/6 (Three vent 3.0X3.0)
51.42
89194
1734.63
Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labor charges for fixing, etc., to drain of the backfill IN THE WING WALL as per MORT&H V th specification no. 2707
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-
-
Km.1/6 (Three vent 3.0X3.0)
32
5680
177.5
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 as per clause No.304, 305 of MORT&H Vth rev
-
-
-
Km.1/6 (Three vent 3.0X3.0)
309.38
97559
315.34
Construction of granular sub- base Gr-V of 150 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 Specification Number as per MORTH Rev.V 111,112,401,900
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-
-
Km.1/6 (Three vent 3.0X3.0)
28.13
53596
1905.31
CC pavement Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water shoring, structing, walling and forming protective bunds wherever necessary, etc., complete as per the relevant standard specification for Cut off wall
-
-
-
Km. 0/0 - 0/200
54
9318
172.56
Km.0/200 - 0/300
27
4659
172.56
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, etc., complete as per clause 401 ) - For Grading- V Material.
-
-
-
Km. 0/0 - 0/200
117
222921
1905.31
Km.0/200 - 0/300
58.5
111460
1905.31
Cement Concrete of Grade M10 (nominal mix 1:3:6) using 40 mm ISS HBG metal including cost and conveyance all materials to site including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidetal charges etc., complete as per Standard Specification for levelling course below Cement Concrete Pavement.
-
-
-
Km. 0/0 - 0/200
78
526549
6750.63
Km.0/200 - 0/300
39
263274
6750.63
Vibrated Cement Concrete of Grade M20 using 40 mm ISS HBG metal including cost and conveyance all materials to site including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidetal charges etc., complete, as per relevant standard specifications for cut off wall.
-
-
-
Km. 0/0 - 0/200
84
825595
9828.52
Km.0/200 - 0/300
42
412914
9831.3
Vibrated Cement concrete of M30 Grade (Design mix) using ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site and including labour charges for mixing, transporting, laying, curing concrete, hire charges for tools and plants including all other incidental charges etc., complete as per relevant standard specifications for CC Pavement.
-
-
-
Km. 0/0 - 0/200
225
2582160
11476.27
Km.0/200 - 0/300
112.5
1291080
11476.27
Supply and fabrication of Steel including cost of steel at site and cost of fabrication labour charges for cleaning the rods, straightening, cutting, bending, tying grills and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire.
-
-
-
Km. 0/0 - 0/200
1.67
181925
108937.27
Km.0/200 - 0/300
0.81
88239
108937.27
Providing and fixing of Separable impermeable plastic sheet of thickness 125 micron including sealant including cost and conveyance of all materials to work site and labour charges for fixing etc., complete.
-
-
-
Km. 0/0 - 0/200
900
90000
100
Km.0/200 - 0/300
450
45000
100
Providing expansion and contraction joints in both the longitudinal and transverse direction using bituminous pads of 20mm thickness including all cost, conveyance and all labour charges for fixing them in position as per the standard specification.
-
-
-
Km. 0/0 - 0/200
43.88
8776
200
Km.0/200 - 0/300
21.38
4276
200
Retaining Wall
Earthwork excavation in all classes of soil except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as baling our 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 WALLS.MORTH NO.111,112,304 Vth Rev.
-
-
-
Km. 1/6 - 1/8
202.5
58597
289.37
Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including 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, etc, complete as per relevant standard specification for FOOTINGS OF RETAINING WALLS. as per clause 1000,1500,1700,2100,2200 of MORTH V Rev.
-
-
-
Km. 1/6 - 1/8
40.5
309323
7637.62
Vibrated Cement concrete of grade M20 Nominal mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water, labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for STEM OF RETAINING WALL Below Ground Level a as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev.
-
-
-
Km. 1/6 - 1/8
104.4
926281
8872.43
Vibrated Cement concrete of grade M20 Nominal mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water, labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for STEM OF RETAINING WALL Above Ground Level a as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev.
-
-
-
Km. 1/6 - 1/8
68.25
695201
10186.1
Providing and fixing of Seepage Pipes of 100mm dia. using PVC pipes of requied lengths for including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arangements with 100mm size broken granite metals at the periphery and labour charges for fixing, etc., to drain of the backfill in the RETAINING WALL as per clause No.2707 of MORT&H Vth rev.
-
-
-
Km. 1/6 - 1/8
40.04
7107
177.5
Vibrated Cement Concrete M20 nominal mix 1:2:4 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 Broken Parapet Over RETAINING WALL as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev
-
-
-
Km. 1/6 - 1/8
7.2
91382
12692
Calculation of SubTotal, GST and Total carried out by system automatically
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-
-
Sub Total Amount for above all items (excluding GST)
1
-
31498455.91
GST 18% for above SubTotal Amount
1
5669722
5669722.06
Total in Figures (SubTotal + GST)
-
37168177
-
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