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 Date9 Sep 2024
Closing Date24 Sep 2024
Tender Amount₹ 4,64,38,000
Costs
EMD
₹ 2,42,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Upgradation Of Sipcot To G.m.road (via) Pathapalayam Km.0/0-4/0
Description
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Contact
Tender Id
2024_HWAY_481732_1Bid Award Id
ViewTender No
TN.No.12 / SI.No.01 / 2024-2025 / SDOTender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
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 (Specification Number as per MORT&H Rev.V 111,112,401,900)
795
2241772
2819.84
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechanical 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 (Specification Number as per MORT&H Rev.V 111,112,406,900)
3183
9041661
2840.61
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 (Specification Number as per MORT&H Rev.V 111,112,502,900)
12731
1036685
81.43
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 (Specification Number as per MORT&H Rev.V 111,112,503,900)
12731
238706
18.75
Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) 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 as perClause 503 of MORTH Rev-5
1350
36450
27
Providing, laying 50mm consolidated thick Dence Bituminous Macadam using 0.24cum of 26.50- 13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below size IRC metal with 53.2 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 505 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,504,900)
705
7407435
10507
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 30mm 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 (Specification Number as per MORT&H Rev.V 111,112,507,900)
423
4772899
11283.45
Carted earth including cost and conveyance an average lead of 5km 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., sec.304 &305
1797
427686
238
Providing RCC M15 Grade Precast HM stone of standard design as per IRC 26:1967 and fixing in position including painting and Lettering etc., complete (as per MORTH SPECIFICATION No.805)
12
6895
574.65
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
6591
2197
Direction and Place Identification Signs- Type- IV 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
Dismantling the existing plain cement concrete in the existing damaged culvert and clearing aways from the work site and carefully stacking the usefull material for reuse on the road side departmental officer including all labour and incidental charges etc.,complete
-
-
-
Triple cell Box culvert (3x3) @ Km 0/2 (Reconstruction)
85.5
41570
486.2
Single cell Box culvert (3x3) @ Km 0/2 (Reconstruction)
70
34034
486.2
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.111,112,304.)
-
-
-
Triple cell Box culvert (3x3) @ Km 0/2 (Reconstruction)
361.5
89116
246.52
Single cell Box culvert (3x3) @ Km 0/2 (Reconstruction)
193
47578
246.52
Plain Cement Concrete M15 grade (Nominal mix) 1:2:4 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
-
-
-
Triple cell Box culvert (3x3) @ Km 0/2 (Reconstruction)
23
162461
7063.54
Single cell Box culvert (3x3) @ Km 0/2 (Reconstruction)
15.5
109484
7063.54
Vibrated Reinforced Cement concrete in M25 grade (design mix) 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
-
-
-
Triple cell Box culvert (3x3) @ Km 0/2 (Reconstruction)
149.5
1816744
12152.14
Single cell Box culvert (3x3) @ Km 0/2 (Reconstruction)
66
818738
12405.13
Vibrated Reinforced Cement concrete in M30 (design mix) 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 as per relevant standard specification for Approach Slab
-
-
-
Triple cell Box culvert (3x3) @ Km 0/2 (Reconstruction)
16
162741
10171.32
Single cell Box culvert (3x3) @ Km 0/2 (Reconstruction)
16
162741
10171.32
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 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.
-
-
-
Triple cell Box culvert (3x3) @ Km 0/2 (Reconstruction)
12.85
1228579
95609.27
Single cell Box culvert (3x3) @ Km 0/2 (Reconstruction)
5.4
516290
95609.27
Supply and fabrication of steel grade Fe-240 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.
-
-
-
Triple cell Box culvert (3x3) @ Km 0/2 (Reconstruction)
0.57
54497
95609.27
Single cell Box culvert (3x3) @ Km 0/2 (Reconstruction)
0.29
27726
95609.27
Vibrated Reinforced 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.
-
-
-
Triple cell Box culvert (3x3) @ Km 0/2 (Reconstruction)
135
108012
800.09
Single cell Box culvert (3x3) @ Km 0/2 (Reconstruction)
82.5
66007
800.09
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
-
-
-
Triple cell Box culvert (3x3) @ Km 0/2 (Reconstruction)
97.5
828892
8501.46
Single cell Box culvert (3x3) @ Km 0/2 (Reconstruction)
79
685037
8671.36
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
-
-
-
Triple cell Box culvert (3x3) @ Km 0/2 (Reconstruction)
5
57775
11555.06
Single cell Box culvert (3x3) @ Km 0/2 (Reconstruction)
2
23715
11857.73
Providing and laying of filter media with granular materials /stone crushed aggregates satisfiying the requirements laid douwn in clusae 2504.2.2 of MORTH specification to a thichness of 600 mm with smaller size toward the soil and bigger size toward the wall over the entire surface behind abutment ,wing to a full height compacted to a firm condition complete as per drawing and specification MORTH as per caluse 710.1.4 and Appendix IRC 78- 2014.
-
-
-
Triple cell Box culvert (3x3) @ Km 0/2 (Reconstruction)
35.5
72260
2035.52
Single cell Box culvert (3x3) @ Km 0/2 (Reconstruction)
32.5
66154
2035.52
Providing and fixing PVC Seepage Pipes of 100mm dia at 1.0m 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 MOR&H Vth specification No.2706
-
-
-
Triple cell Box culvert (3x3) @ Km 0/2 (Reconstruction)
19.5
3461
177.5
Single cell Box culvert (3x3) @ Km 0/2 (Reconstruction)
19.5
3461
177.5
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.
-
-
-
Triple cell Box culvert (3x3) @ Km 0/2 (Reconstruction)
218
51884
238
Single cell Box culvert (3x3) @ Km 0/2 (Reconstruction)
114
27132
238
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 (Specification Number as per MORT&H Rev.V 111,112,401,900) for Diversion road.
-
-
-
Triple cell Box culvert (3x3) @ Km 0/2 (Reconstruction)
38
107153
2819.84
Single cell Box culvert (3x3) @ Km 0/2 (Reconstruction)
22.5
63446
2819.84
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) for Diversion road.
-
-
-
Triple cell Box culvert (3x3) @ Km 0/2 (Reconstruction)
38
107943
2840.61
SUB ESTIMATE PCC RETAINING WALL
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 Retaining wall (Specification No.111,112,304.)
-
-
-
Km 0/018- 0/053
357
103305
289.37
Vibrated Cement Concrete M20 grade (Nominal mix) 1:1.5:3 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 Foundation of Retaining Wall as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
Km 0/018- 0/053
95.5
692634
7252.72
Vibrated Cement Concrete M20 grade (Nominal mix) 1:1.5:3 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 below Ground level as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
Km 0/018- 0/053
181.5
1482519
8168.15
Vibrated Cement Concrete M20 grade (Nominal mix) 1:1.5:3 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 above Ground Level as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
Km 0/018- 0/053
210.5
1925995
9149.62
Vibrated Cement Concrete M20 grade (Nominal mix) 1 :1.5:3 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 over Retaining walls as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
Km 0/018- 0/053
11
135377
12307.09
Providing and fixing PVC Seepage Pipes of 100mm dia at 1.00m 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 0/018- 0/053
167
29642
177.5
Providing and laying carted earth with an average lead of 5km including cost and conveyance of carted earth to work site including labour charges for filling in layers as specified by the dept officers including watering and labour charges for compacting, tamming, ramming under optimum moisture content to obtain the maximum density and all other incidental charges etc., complete as per specification for berms. 95% PD for Compaction
-
-
-
Km 0/018- 0/053
104.5
37398
357.88
Providing and laying carted earth with an average lead of 5km including cost and conveyance of carted earth to work site including labour charges for filling in layers as specified by the dept officers including watering and labour charges for compacting, tamming, ramming under optimum moisture content to obtain the maximum density and all other incidental charges etc., complete as per specification for berms. 97% PD for Compaction
-
-
-
Km 0/018- 0/053
115
44148
383.9
SUB ESTIMATE CC PAVEMENT
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 (Specification Number as per MORT&H Rev.V 111,112,401,900)
-
-
-
Km 0/018- 0/053
39.5
111383
2819.84
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.
-
-
-
Km 0/018- 0/053
26.5
169312
6389.14
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.
-
-
-
Km 0/018- 0/053
66
668733
10132.32
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 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 0/018- 0/053
0.45
43024
95609.27
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.
-
-
-
Km 0/018- 0/053
262.5
26250
100
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.
-
-
-
Km 0/018- 0/053
20
4000
200
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
-
39354074.43
GST 18% for above SubTotal Amount
1
7083733
7083733.4
Total in Figures (SubTotal + GST)
-
46437807
-
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