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 Date8 Jan 2024
Closing Date23 Jan 2024
Tender Amount₹ 5,36,41,000
Costs
EMD
₹ 2,78,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_406759_1Bid Award Id
ViewTender No
TN.No.36/SI.No.23/ 2023-2024 / 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
Road C
2160
11664
5.4
Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and depositing the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed of the work and including all other incidental charges ., complete as per standard specifications.
-
-
-
Road C
1375
27321
19.87
Construction of Granular sub-base Grade-V 150 mm 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 Specification Number as per MORTH Rev.V 111,112,401,900).
-
-
-
Road A
1239
1723932
1391.39
Road B
1660
2338923
1408.99
Road C
230
323055
1404.59
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).
-
-
-
Road A
2086
3690572
1769.21
Road B
2786
4929019
1769.21
Road C
1434
2537047
1769.21
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 Specification Number as per MORTH Rev.V 111,112,502,900)
-
-
-
Road A
8342
630571
75.59
Road B
11144
842152
75.57
Road C
5736
433412
75.56
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 .Specification Number as per MORTH Rev.V 111,112,503,900).
-
-
-
Road A
8342
141814
17
Road B
11144
189448
17
Road C
5736
97454
16.99
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 (Specification Number as per MORTH Rev.V 111,112,504,900).
-
-
-
Road A
418
3298295
7890.66
Road B
558
4396526
7879.08
Road C
287
2261295
7879.08
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 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).
-
-
-
Road A
251
2568746
10234.05
Road B
335
3421807
10214.35
Road C
173
1767082
10214.35
Carted earth including cost and conveyance an average lead of 3 km to worksite and stacking them on road side for taking premeasurements and spreading the same in the low berms as directed by the engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for formation of side berms in accordance with standard specifications as per MORT&H Vth rev.304, 305.
-
-
-
Road A
2754
535708
194.52
Road B
2784
541543
194.52
Road C
1467
285360
194.52
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)
-
-
-
Road A
2
1812
906
Road B
2
1812
906
Road C
1
906
906
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)
-
-
-
Road A
10
2560
256
Road B
12
3072
256
Road C
6
1536
256
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)
-
-
-
Road A
1.08
12749
11805
Road B
1.08
12749
11805
Road C
1.08
12749
11805
CC Pavement
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 Cut off wall
-
-
-
Road A Km.0/0 - 0/2
54
6075
112.5
Construction of Granular sub-base Grade-V 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 C.C Pavement
-
-
-
Road A Km.0/0 - 0/2
113
157227
1391.39
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 including cement at site, including cost of form work, labour charges for mixing, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for Cut off wall
-
-
-
Road A Km.0/0 - 0/2
114
1021190
8957.81
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, concrete strength not to be less than 10 Mpa at 7 days, mixed at site, compacted using vibrator, finishing and curing.
-
-
-
Road A Km.0/0 - 0/2
75
370482
4939.76
Vibrated cement concrete M30 design mix using ISS HBG metal including cost and conveyance of all materials to site excluding cost and fabrication of steel but including form work, labour charges for mixing, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for CC Pavement
-
-
-
Road A Km.0/0 - 0/2
188
1296387
6895.68
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.
-
-
-
Road A Km.0/0 - 0/2
38
760
20
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.
-
-
-
Road A Km.0/0 - 0/2
0.98
92908
94804.27
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.
-
-
-
Road A Km.0/0 - 0/2
750
7500
10
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
-
-
-
Road A Km.0/4,0/8
45.9
11814
257.4
Road B Km.0/8,0/10 (i),(ii)
68.85
17721
257.4
Dismantling the existing Cut Stone 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.
-
-
-
Road A Km.0/4,0/8
14.3
6668
466.3
Road B Km.0/8,0/10 (i),(ii)
21.45
10002
466.3
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
-
-
-
Road A Km.0/4,0/8
120.32
32979
274.1
Road B Km.0/8,0/10 (i),(ii)
180.48
49469
274.1
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 A Km.0/4,0/8
9.56
53758
5623.23
Road B Km.0/8,0/10 (i),(ii)
14.34
81990
5717.6
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.
-
-
-
Road A Km.0/4,0/8
63.06
711975
11290.44
Road B Km.0/8,0/10 (i),(ii)
94.59
1076889
11384.81
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
-
-
-
Road A Km.0/4,0/8
68.54
519135
7574.2
Road B Km.0/8,0/10 (i),(ii)
102.81
788411
7668.63
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 A Km.0/4,0/8
4.12
390593
94804.27
Road B Km.0/8,0/10 (i),(ii)
6.18
585890
94804.27
Vibrated cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and 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, formwork, cost of premoulded expansion joints and fixing the same in position etc., excluding steel complete for wearing coat of 75mm uniform thickness over deck slab as per MORTH Rev. V Specification No.1000, 1500, 1700, 2702.
-
-
-
Road A Km.0/4,0/8
34.32
23292
678.7
Road B Km.0/8,0/10 (i),(ii)
51.48
35310
685.9
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 with a lead of 5km for formation of Diversion road for 100% compaction as per MOR&H Vth specification No.111, 112, 304, 305.
-
-
-
Road A Km.0/4,0/8
423
82281
194.52
Road B Km.0/8,0/10 (i),(ii)
634.5
123422
194.52
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 for Diversion Road complete as per clause 401 (Specification Number as per MORTH Rev.V 111,112,401,900).
-
-
-
Road A Km.0/4,0/8
33.76
46973
1391.39
Road B Km.0/8,0/10 (i),(ii)
50.64
71351
1408.99
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 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 RETAINING WALLS. as per sec.111,112,304 of MORTH specification rev.5
-
-
-
Road A Km.0/2
81
20420
252.1
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 for FOOTINGS OF RETAINING WALLS. as per sec.1000,1500,1700,2100,2200 of MORTH specification rev.5
-
-
-
Road A Km.0/2
17
98717
5806.94
Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of 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 including all other incidental charges etc; complete as per relevant standard specifications, for STEM OF RETAINING WALLS. Below the sill Level as per sec.1000,1500,1700,2200 of MORTH specification rev.5
-
-
-
Road A Km.0/2
42
298498
7107.1
Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of 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 including all other incidental charges etc; complete as per relevant standard specifications, for STEM OF RETAINING WALLS. Above the sill level as per sec.1000,1500,1700,2200 of MORTH specification rev.5
-
-
-
Road A Km.0/2
28
233836
8351.29
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 labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN THE ABUTMENTS AND WINGS. as per sec.2706 of MORTH specification rev.5
-
-
-
Road A Km.0/2
13
2307
177.5
Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, 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 Broken Parapet as per sec.1000,1500,1700,2200,2300 of MORTH specification rev.5
-
-
-
Road A Km.0/2
4
42297
10574.45
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
-
45457898.28
GST 18% for above SubTotal Amount
1
8182421
8182421.69
Total in Figures (SubTotal + GST)
-
53640319
-
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