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 Date20 Jan 2024
Closing Date8 Feb 2024
Tender Amount₹ 5,48,86,000
Costs
EMD
₹ 2,84,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_410884_1Bid Award Id
ViewTender No
TN.No.46/SI.No.01/2023-2024 / SDOTender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
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)
4845
8742366
1804.41
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)
19376
1633978
84.33
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 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)
19376
340242
17.56
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)
969
7639537
7883.94
Providing and laying Bituminous Concrete to 30mm 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)
582
5895764
10130.18
Collection and supply of Carted earth including cost and conveyance an average lead of 5 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 tolls and plants and all other incidental charges etc., complete for formation of side berms in accordance with standard specifications as per MORTH Vth Rev., 111,112,304, 305
2118
504571
238.23
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)
13
3328
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)
3
2718
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
1.08
12749
11805
SUB ESTIMATE - Box Culvert Dismantling the the existing Plain Cement concrete in the existing damaged 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.202.)
-
-
-
Km 0/6 & 1/2 Two cell box culvert (2x2)
54
23868
442
Km 0/8 Single cell box culvert (2x2)
27
11934
442
Km 2/0 Single cell box culvert (2x1.5)
23
10166
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 bailing 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 (Specification No.304.)
-
-
-
Km 0/6 & 1/2 Two cell box culvert (2x2)
305
90438
296.52
Km 0/8 Single cell box culvert (2x2)
130
38547
296.52
Km 2/0 Single cell box culvert (2x1.5)
84
24907
296.52
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. 1000,1500,1700,2200,2100
-
-
-
Km 0/6 & 1/2 Two cell box culvert (2x2)
18
109433
6079.65
Km 0/8 Single cell box culvert (2x2)
8
48637
6079.65
Km 2/0 Single cell box culvert (2x1.5)
5
30465
6093.09
Vibrated Reinforced Cement concrete in M25 using 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
-
-
-
Km 0/6 & 1/2 Two cell box culvert (2x2)
134
1533010
11440.38
Km 0/8 Single cell box culvert (2x2)
49
580956
11856.26
Km 2/0 Single cell box culvert (2x1.5)
30
349575
11652.5
Supply and fabrication of 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.
-
-
-
Km 0/6 & 1/2 Two cell box culvert (2x2)
8.5
831599
97835.27
Km 0/8 Single cell box culvert (2x2)
3.16
309159
97835.27
Km 2/0 Single cell box culvert (2x1.5)
1.95
190778
97835.27
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 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.
-
-
-
Km 0/6 & 1/2 Two cell box culvert (2x2)
81.7
59145
723.93
Km 0/8 Single cell box culvert (2x2)
29
20993
723.93
Km 2/0 Single cell box culvert (2x1.5)
17.2
12469
724.96
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
-
-
-
Km 0/6 & 1/2 Two cell box culvert (2x2)
73
570102
7809.63
Km 0/8 Single cell box culvert (2x2)
33
260855
7904.7
Km 2/0 Single cell box culvert (2x1.5)
23
186169
8094.33
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
-
-
-
Km 0/6 & 1/2 Two cell box culvert (2x2)
5
53002
10600.51
Km 0/8 Single cell box culvert (2x2)
2
21873
10936.62
Km 2/0 Single cell box culvert (2x1.5)
1.2
13142
10951.99
Construction of Granular Sub-Base of grade V 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 for Diversion Road as per clause 401 (Specification Number as per MORT&H Rev.V 111,112,401,900)
-
-
-
Km 0/6 & 1/2 Two cell box culvert (2x2)
75
110634
1475.13
Km 0/8 Single cell box culvert (2x2)
23
33927
1475.13
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 for Diversion Road as per clause 406 (Specification Number as per MORT&H Rev.V 111,112,406,900)
-
-
-
Km 0/6 & 1/2 Two cell box culvert (2x2)
75
135330
1804.41
Carted earth with lead of 5 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 making up of Diversion Road. (Specification Number as per MORT&H Rev.V 304,305)
-
-
-
Km 0/6 & 1/2 Two cell box culvert (2x2)
435
103630
238.23
Km 0/8 Single cell box culvert (2x2)
114
27158
238.23
SUB ESTIMATE - Construction of Side Drain Earthwork excavation in all classes of soil except hard rock not 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 bailing 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 Drain (Specification No.304.)
-
-
-
Km 0/0 - 0/300
449
66568
148.26
Km 0/300- 0/600
444
65827
148.26
Km 0/600- 0/900
444
65827
148.26
Plain Cement Concrete M10 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 Drain as per MORTH Rev. V Specification No. 1000,1500,1700,2200
-
-
-
Km 0/0 - 0/300
51
274519
5382.73
Km 0/300- 0/600
51
274519
5382.73
Km 0/600- 0/900
51
275204
5396.17
Vibrated Reinforced cement concrete of grade M20 (Nominal mix) using 20mm and below ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Side Drain Wall as per MORT&H Vth specification No.1000, 1500, 1700, 2200.
-
-
-
Km 0/0 - 0/300
183
2197108
12006.06
Km 0/300- 0/600
189
2269145
12006.06
Km 0/600- 0/900
189
2271687
12019.51
Supply and fabrication of 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 placing 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.
-
-
-
Km 0/0 - 0/300
9.05
885409
97835.27
Km 0/300- 0/600
8.52
833850
97835.27
Km 0/600- 0/900
8.52
833850
97835.27
Vibrated Reinforced cement concrete of grade M25 using 20mm and below ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Cover Slab & motorable slab of side drain as per MORTH Clause 1000,1500, 1700 & 2200 of MORT & H specification
-
-
-
Km 0/0 - 0/300
92
1341544
14582
Km 0/300- 0/600
83
1220346
14702.97
Km 0/600- 0/900
83
1221462
14716.42
Providing and fixing PVC Seepage Pipes of 100mm dia at 10m c/c staggered of required lengths for abutments and return walls including cost and conveyance of all materials to work site and labour charges for fixing etc, complete to drain of the backfill as per MORTH Rev. V Specification No.2706
-
-
-
Km 0/0 - 0/300
5
887
177.5
Km 0/300- 0/600
5
887
177.5
Km 0/600- 0/900
5
887
177.5
Supplying and fixing of Reinforced Cement Concrete Man hole cover 650mmx650mm with frames as directed by the Departmental officers including labour charges for fixing at every intervals along the drain including all other incidental charges etc., complete as per standard specification and directed by engineer
-
-
-
Km 0/0 - 0/300
26
48464
1864
Km 0/300- 0/600
27
50328
1864
Km 0/600- 0/900
27
50328
1864
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
-
46512955.79
GST 18% for above SubTotal Amount
1
8372332
8372332.04
Total in Figures (SubTotal + GST)
-
54885287
-
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