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₹ 6,12,35,000
Costs
EMD
₹ 3,16,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_406847_1Bid Award Id
ViewTender No
TN.No.36/SI.No.41/ 2023-2024 / SDOTender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
Construction of Granular Sub-Base Grade III of 100mm 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 as per clause 401 (Specification Number as per MORT&H Rev.V 111,112,401,900)
-
-
-
Road A
1557
3576304
2296.92
Road B
422
976727
2314.52
Construction of Granular Sub-Base Grade V of 150mm 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 as per clause 401 (Specification Number as per MORT&H Rev.V 111,112,401,900)
-
-
-
Road A
2335
5131372
2197.59
Road B
632
1400000
2215.19
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ 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 (Specification Number as per MORT&H Rev.V 111,112,406,900)
-
-
-
Road A
4047
10241540
2530.65
Road B
1105
2796368
2530.65
Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for pre paratory 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 MORT&H Rev.V 111,112,502,900)
-
-
-
Road A
16185
1220672
75.42
Road B
4419
333325
75.43
Providing and laying Tack Coat over primed surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction overit including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,503,900)
-
-
-
Road A
16185
274173
16.94
Road B
4419
74902
16.95
Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton 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 sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,504,900)
-
-
-
Road A
810
6985650
8624.26
Road B
221
1905961
8624.26
Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs 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 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory 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 MORT&H Rev.V 111,112,507,900)
-
-
-
Road A
486
5295601
10896.3
Road B
133
1449207
10896.3
Carted earth including cost and conveyance an average lead of 12km to worksite and stackong 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
9506
2968058
312.23
Road B
2273
709698
312.23
Providing RCC M15 Grade Precast HM stone of standard design as per IRC 8-1980 and fixing in position including painting and Lettering etc., complete (as per MORTH SPECIFICATION No.805)
-
-
-
Road A
16
4096
256
Road B
4
1024
256
Providing RCC M15 Grade Precast KM stone of standard design as per IRC 8-1980 and fixing in position including painting and Lettering ect., complete (as per MORTH SPECIFICATION No.805)
-
-
-
Road A
4
3624
906
Road B
1
906
906
Providing and erecting of Direction and Place Identification Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 -09, specification and fixed over 2mm thickAluminium 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 conveyance 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 engineer in 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 year 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) (For sign having area more than 0.9sq.m) Type-IV
-
-
-
Road A
1.08
12749
11805
Road B
1.08
12749
11805
SUB ESTIMATE - Box Culvert
Dismantling the the existing Plain Cement concrete in the existing Pipe 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.(Specification No.111,112,202.)
-
-
-
Road A - Double Cell 2x2 at Km 3/0(i).
24
10608
442
Road A - Single Cell 2x2 at Km 2/8 Km3/0(ii).
54
23868
442
Road B - Single Cell 2x2 at Km 0/2 & Km 0/4.
54
23868
442
Earthwork excavation in all classes of soil except soft rock not requiring blasting and 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 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 BOx Culvert (Specification No.111,112,304.)
-
-
-
Road A - Double Cell 2x2 at Km 3/0(i).
139
38099
274.1
Road A - Single Cell 2x2 at Km 2/8.
131
35907
274.1
Road A - Single Cell 2x2 at Km3/0(ii).
131
35907
274.1
Road B - Single Cell 2x2 at Km 0/2.
131
35907
274.1
Road B - Single Cell 2x2 at Km 0/4.
131
35907
274.1
Plain Cement Concrete M15 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants etc. Complete for Levelling Course for Box Culvert as per MORTH Rev. V Specification No. 1000,1500,1700,2100,2200
-
-
-
Road A - Double Cell 2x2 at Km 3/0(i).
8
52882
6610.29
Road A - Single Cell 2x2 at Km 2/8.
5
33005
6601.19
Road A - Single Cell 2x2 at Km3/0(ii).
5
33051
6610.29
Road B - Single Cell 2x2 at Km 0/2.
5
33142
6628.48
Road B - Single Cell 2x2 at Km 0/4.
5
33187
6637.58
Vibrated Reinforced Cement concrete in M25 using 20mm and below ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete for Base slab Side wall & Deck slab of CELL BOX as per MORTH Rev. V Specification No. 1000,1500,1700,2200,2300
-
-
-
Road A - Double Cell 2x2 at Km 3/0(i).
57
675599
11852.62
Road A - Single Cell 2x2 at Km 2/8.
32
393280
12290.03
Road A - Single Cell 2x2 at Km3/0(ii).
32
393572
12299.13
Road B - Single Cell 2x2 at Km 0/2.
32
394154
12317.33
Road B - Single Cell 2x2 at Km 0/4.
32
394445
12326.43
Supply and fabrication of steel grade Fe-500D steel required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and palcing the reinforcement in position as specified in the drawings including cost of binding wire, provision for spacing bars, cover blocks and all other incidental charges etc., complete as per per MORTH Rev. V specifications No.1600.
-
-
-
Road A - Double Cell 2x2 at Km 3/0(i).
3.6
341295
94804.27
Road A - Single Cell 2x2 at Km 2/8.
2.1
199088
94804.27
Road A - Single Cell 2x2 at Km3/0(ii).
2.1
199088
94804.27
Road B - Single Cell 2x2 at Km 0/2.
2.1
199088
94804.27
Road B - Single Cell 2x2 at Km 0/4.
2.1
199088
94804.27
Vibrated cement Concrete M30 design mix using 20mm and below ISS size HBG graded metal including cost and conveyance of all materials to worksite and 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, 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 - Double Cell 2x2 at Km 3/0(i).
33.3
25108
754.01
Road A - Single Cell 2x2 at Km 2/8.
18
13559
753.31
Road A - Single Cell 2x2 at Km3/0(ii).
18
13572
754.01
Road B - Single Cell 2x2 at Km 0/2.
18
13597
755.4
Road B - Single Cell 2x2 at Km 0/4.
18
13609
756.09
Vibrated Cement Concrete M20 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including all other incidental charges etc for Retaining wall as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
Road A - Double Cell 2x2 at Km 3/0(i).
37
308574
8339.84
Road A - Single Cell 2x2 at Km 2/8.
47
391207
8323.57
Road A - Single Cell 2x2 at Km3/0(ii).
47
391635
8332.67
Road B - Single Cell 2x2 at Km 0/2.
47
392490
8350.87
Road B - Single Cell 2x2 at Km 0/4.
47
392918
8359.97
Vibrated Cement Concrete M20 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including all other incidental charges etc for Parapet Wall as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
Road A - Double Cell 2x2 at Km 3/0(i).
3
33393
11131.14
Road A - Single Cell 2x2 at Km 2/8.
2
22920
11460.09
Road A - Single Cell 2x2 at Km3/0(ii).
2
22938
11469.19
Road B - Single Cell 2x2 at Km 0/2.
2
22974
11487.39
Road B - Single Cell 2x2 at Km 0/4.
2
22992
11496.49
Construction of Granular Sub-Base Grade V of 200mm 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 as per clause 401 (Specification Number as per MORT&H Rev.V 111,112,401,900) for Diversion road.
-
-
-
Road A - Double Cell 2x2 at Km 3/0(i).
38
83508
2197.59
Road A - Single Cell 2x2 at Km 2/8 Km3/0(ii).
45
98891
2197.59
Road B - Single Cell 2x2 at Km 0/2 & Km 0/4.
45
99683
2215.19
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 200mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ 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 (Specification Number as per MORT&H Rev.V 111,112,406,900) for Diversion road.
-
-
-
Road A - Double Cell 2x2 at Km 3/0(i).
38
96164
2530.65
Carted earth with lead of 12 km including cost of Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. for Diversion road. (Specification Number as per MORT&H Rev.V 304,305)
-
-
-
Road A - Double Cell 2x2 at Km 3/0(i).
218
68066
312.23
Road A - Single Cell 2x2 at Km 2/8 Km3/0(ii).
228
71188
312.23
Road B - Single Cell 2x2 at Km 0/2 & Km 0/4.
228
71188
312.23
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
-
51893986.83
GST 18% for above SubTotal Amount
1
9340917
9340917.63
Total in Figures (SubTotal + GST)
-
61234904
-
Evaluation Notes How It Works ?
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