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₹ 5,00,28,000
Costs
EMD
₹ 2,60,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_406743_1Bid Award Id
ViewTender No
TN.No.36/SI.No.22/ 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 B
2344
46575
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
550
772524
1404.59
Road C
930
1334912
1435.39
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
937
1657749
1769.21
Road B
1786
3159809
1769.21
Road C
1580
2795351
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
3748
283198
75.56
Road B
7142
539578
75.55
Road C
6320
477665
75.58
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
3748
63678
16.99
Road B
7142
121342
16.99
Road C
6320
107440
17
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
188
1481267
7879.08
Road B
358
2819565
7875.88
Road C
316
2494333
7893.46
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
113
1154221
10214.35
Road B
215
2193199
10200.93
Road C
190
1945372
10238.8
Vibrated reinforced cement Concrete M30 (Design mix) using ISS HBG graded metal including cost and conveyance of all materials to worksite including cement at site but excluding cost and fabrication of steel but including all labour charges for mixing concrete, laying, hire charges for tools and plants, compacting, curing concrete, soft water, including all other incidental charges formwork, cost of premoulded expansion joints and fixing the same in position etc., complete for WEARING COAT of 75mm uniform thickness OVER HARD BED as per sec.2702 of MORTH specification rev.5
-
-
-
Road B
375
254962
679.9
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
1162
226032
194.52
Road B
2033
395459
194.52
Road C
1606
312399
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
1
906
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
5
1280
256
Road B
10
2560
256
Road C
7
1792
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
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 B Km.0/10
22.95
5907
257.4
Road B Km.1/2
22.95
5907
257.4
Road C Km.0/2,0/4
46
11840
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.0/2
7.15
3334
466.3
Road B Km.0/10
7.15
3334
466.3
Road B Km.1/2
7.15
3334
466.3
Road C Km.0/2,0/4
15
6994
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.0/2
60.16
16489
274.1
Road B Km.0/10
60.16
16489
274.1
Road B Km.1/2
60.16
16489
274.1
Road C Km.0/2,0/4
121
33166
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.0/2
4.78
27254
5701.87
Road B Km.0/10
4.78
26879
5623.23
Road B Km.1/2
4.78
26954
5638.96
Road C Km.0/2,0/4
10
58185
5818.56
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
358467
11369.08
Road B Km.0/10
31.53
355987
11290.44
Road B Km.1/2
31.53
356483
11306.17
Road C Km.0/2,0/4
64
735089
11485.77
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
262264
7652.9
Road B Km.0/10
34.27
259569
7574.26
Road B Km.1/2
34.27
260108
7589.99
Road C Km.0/2,0/4
69
536101
7769.59
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 B Km.0/10
2.06
195296
94804.27
Road B Km.1/2
2.06
195296
94804.27
Road C Km.0/2,0/4
4.12
390593
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.0/2
17.16
11749
684.7
Road B Km.0/10
17.16
11646
678.7
Road B Km.1/2
17.16
11667
679.9
Road C Km.0/2,0/4
35
24276
693.6
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
41140
194.52
Road B Km.0/10
211.5
41140
194.52
Road B Km.1/2
211.5
41140
194.52
Road C Km.0/2,0/4
423
82281
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.0/2
16.88
23709
1404.59
Road B Km.0/10
16.88
23412
1386.99
Road B Km.1/2
16.88
23412
1386.99
Road C Km.0/2,0/4
34
48803
1435.39
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.0/0 - 1/0
68
7619
112.05
Road B Km.0/0 - 0/300
90
10084
112.05
Road B Km.0/300 - 0/420
36
4033
112.05
Road C Km.0/6 - 0/7
14
1568
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.0/0 - 1/0
207
334021
1613.63
Road B Km.0/0 - 0/300
142
200076
1408.99
Road B Km.0/300 - 0/420
57
80312
1408.99
Road C Km.0/6 - 0/7
29
41626
1435.39
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.0/0 - 1/0
138
692439
5017.68
Road B Km.0/0 - 0/300
95
469277
4939.76
Road B Km.0/300 - 0/420
38
187710
4939.76
Road C Km.0/6 - 0/7
19
97566
5135.09
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.0/0 - 1/0
143
1147193
8022.33
Road B Km.0/0 - 0/300
135
1053151
7801.12
Road B Km.0/300 - 0/420
54
421454
7804.71
Road C Km.0/6 - 0/7
29
265857
9167.49
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.0/0 - 1/0
344
2455248
7137.35
Road B Km.0/0 - 0/300
282
2079355
7373.6
Road B Km.0/300 - 0/420
113
833216
7373.6
Road C Km.0/6 - 0/7
47
333277
7091.01
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 - 1/0
2.2
208569
94804.27
Road B Km.0/0 - 0/300
1.47
139362
94804.27
Road B Km.0/300 - 0/420
0.57
54038
94804.27
Road C Km.0/6 - 0/7
0.22
20856
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 - 1/0
1375
13750
10
Road B Km.0/0 - 0/300
1125
11250
10
Road B Km.0/300 - 0/420
450
4500
10
Road C Km.0/6 - 0/7
187.5
1875
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.0/0 - 1/0
132
2640
20
Road B Km.0/0 - 0/300
56
1120
20
Road B Km.0/300 - 0/420
23
460
20
Road C Km.0/6 - 0/7
10
200
20
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 - 1/10
81
20420
252.1
Road B Km.2/0 - 2/0
122
30756
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 - 1/10
17
100067
5886.3
Road B Km.2/0 - 2/0
25
145960
5838.4
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 - 1/10
42
301588
7180.68
Road B Km.2/0 - 2/0
63
445944
7078.48
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 - 1/10
28
238477
8517.07
Road B Km.2/0 - 2/0
41
340989
8316.82
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 - 1/10
13
2307
177.5
Road B Km.2/0 - 2/0
24
4260
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 - 1/10
4
43140
10785.18
Road B Km.2/0 - 2/0
6
63635
10605.9
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
-
42395855.62
GST 18% for above SubTotal Amount
1
7631254
7631254.01
Total in Figures (SubTotal + GST)
-
50027109
-
Evaluation Notes How It Works ?
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