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₹ 5,64,58,000
Costs
EMD
₹ 2,92,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_406737_1Bid Award Id
ViewTender No
TN.No.36/SI.No.20/ 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
Clearing Light jungle by cutting removing and depositing 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. As per sec 201 of MORTH specification of rev.5
-
-
-
Road C
5616
45995
8.19
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 A
2060
40932
19.87
Road B
875
17386
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 B
225
320982
1426.59
Road C
1406
2195384
1561.44
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
1562
2763506
1769.21
Road B
1059
1873593
1769.21
Road C
2394
4311378
1800.91
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
6248
472161
75.57
Road B
4236
320199
75.59
Road C
9576
871799
91.04
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
6248
106216
17
Road B
4236
72012
17
Road C
9576
176581
18.44
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
313
2467654
7883.88
Road B
212
1673413
7893.46
Road C
479
3922799
8189.56
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
188
1921830
10222.5
Road B
128
1310566
10238.8
Road C
288
3053505
10602.45
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
1088
211637
194.52
Road B
857
166703
194.52
Road C
4140
1156840
279.43
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
1
906
906
Road B
1
906
906
Road C
2
1812
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
7
1792
256
Road B
4
1024
256
Road C
12
3072
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
Providing and erecting single sided double graded metal beam crash barrier system 1.80 m high, compresing of 3 mm thick wall W beams posts and spacer channel shall be made by cold roll forming using HR confirm to IS 5986 Fe-410 / 360 and dip galvanized having Zinc mass of 550 gms / sqm minimum 95mm above road / ground level, foxed 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 cinforming to IS : 1367 clause 4.60 all compl ete as per technical specification and as directed by the Engineer - in charge
-
-
-
Road C
1200
7800000
6500
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
-
-
-
Road A Km.1/6 - 1/750
27
3025
112.05
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 Km.1/6 - 1/750
57
79557
1395.74
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.
-
-
-
Road A Km.1/6 - 1/750
38
190699
5018.4
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.
-
-
-
Road A Km.1/6 - 1/750
42
337129
8026.89
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.
-
-
-
Road A Km.1/6 - 1/750
94
678090
7213.73
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.1/6 - 1/750
0.85
80583
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.1/6 - 1/750
375
3750
10
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.1/6 - 1/750
44
880
20
Pipe Culvert
Dismantling culverts bridges and other structures dismantling savaging and removal and disposing off resulting materials and back filling trenches and pits etc., for RR masonry as per MORT & H specification 111,112,202
-
-
-
Road A Km.0/10 - 1/6
13
3346
257.4
Road B Km.0/2 - 1/0
13
3346
257.4
Earthwork excavation in all classes of soil such as hard stiff clay, stiff black cotton soil, hard red earth, shales, muram, gravel, stone earth etc., depositing on bank with all leads and lifts as per SS 20 B and all other incidental charges such as baling out water, shoring, strutting, walling, and forming protective bund wherever necessary etc., complete as directed by the Engineer as per MORTH No. 111, 112, 304. for Foundation.
-
-
-
Road A Km.0/10 - 1/6
70
17647
252.1
Road B Km.0/2 - 1/0
70
17647
252.1
Cement Concrete M15 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement, centering, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths, tools and plants employed and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications as directed by the Engineer for Foundation as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100
-
-
-
Road A Km.0/10 - 1/6
8
46526
5815.78
Road B Km.0/2 - 1/0
8
47244
5905.58
Vibrated Cement Concrete M15 (Nominal Mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement, centering, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants employed and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications as directed by the Engineer for as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100 (Below Sill)
-
-
-
Road A Km.0/10 - 1/6
19
147670
7772.15
Road B Km.0/2 - 1/0
19
149377
7861.96
Vibrated Cement Concrete M20 (Nominal Mix) using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement, centering, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants employed and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications as directed by the Engineer for as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100 (Above Sill Level)
-
-
-
Road A Km.0/10 - 1/6
36
322245
8951.26
Road B Km.0/2 - 1/0
36
336131
9336.99
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 as per MOR&H Vth specification No.2900
-
-
-
Road A Km.0/10 - 1/6
15
61950
4130
Road B Km.0/2 - 1/0
15
61950
4130
Providing and laying Ist class bedding with Stone Dust including cost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc. complete.as per sec.1000 of MORTH specification rev.5
-
-
-
Road A Km.0/10 - 1/6
19
3895
205
Road B Km.0/2 - 1/0
19
3895
205
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.0/2
22.95
5907
257.4
Road C Km.0/6 - 0/8 2X2
46
16576
360.36
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.0/2
7.15
3334
466.3
Road C Km.0/6 - 0/8 2X2
15
9792
652.82
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.0/2
60.16
16489
274.1
Road C Km.1/0 - 1/2 3X3
303
110213
363.74
Road C Km.0/6 - 0/8 2X2
121
44012
363.74
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.0/2
4.78
27179
5686.14
Road C Km.1/0 - 1/2 3X3
15
109767
7317.84
Road C Km.0/6 - 0/8 2X2
10
73178
7317.84
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.0/2
31.53
357971
11353.35
Road C Km.1/0 - 1/2 3X3
114
1490369
13073.42
Road C Km.0/6 - 0/8 2X2
64
872325
13630.08
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.0/2
34.27
265503
7747.4
Road C Km.1/0 - 1/2 3X3
123
1113947
9056.48
Road C Km.0/6 - 0/8 2X2
69
641478
9296.79
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.0/2
2.06
195296
94804.27
Road C Km.1/0 - 1/2 3X3
7
748497
106928.27
Road C Km.0/6 - 0/8 2X2
4.12
440544
106928.27
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.0/2
17.16
11728
683.5
Road C Km.1/0 - 1/2 3X3
51
43438
851.73
Road C Km.0/6 - 0/8 2X2
35
29810
851.73
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.0/2
211.5
47397
224.1
Road C Km.1/0 - 1/2 3X3
423
118198
279.43
Road C Km.0/6 - 0/8 2X2
423
118198
279.43
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.0/2
16.88
23560
1395.79
Road C Km.1/0 - 1/2 3X3
34
53088
1561.44
Road C Km.0/6 - 0/8 2X2
34
53088
1561.44
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 C Km.0/6 - 0/8
81
25412
313.74
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 C Km.0/6 - 0/8
17
128000
7529.47
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 C Km.0/6 - 0/8
42
370844
8829.63
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 C Km.0/6 - 0/8
28
282065
10073.78
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 C Km.0/6 - 0/8
15
2662
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 C Km.0/6 - 0/8
4
49187
12296.98
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
-
47845658.55
GST 18% for above SubTotal Amount
1
8612218
8612218.54
Total in Figures (SubTotal + GST)
-
56457877
-
Evaluation Notes How It Works ?
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