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₹ 5,01,44,000
Costs
EMD
₹ 2,61,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_406839_1Bid Award Id
ViewTender No
TN.No.36/SI.No.39/ 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
Road C
1386
7484
5.4
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
876
2008247
2292.52
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 as per clause 401 (Specification Number as per MORT&H Rev.V 111,112,401,900)
-
-
-
Road A (150mm thick)
1313
2879658
2193.19
Road B (180mm thick)
988
1939651
1963.21
Road C (150mm thick)
621
1375632
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
2189
5539592
2530.65
Road B
1372
3108046
2265.34
Road C
1051
2659713
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
8753
660151
75.42
Road B
5488
413740
75.39
Road C
4203
316906
75.4
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
8753
148275
16.94
Road B
5488
92911
16.93
Road C
4203
71198
16.94
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
438
3777425
8624.26
Road B
275
2295485
8347.22
Road C
211
1819718
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
263
2865726
10896.3
Road B
165
1753814
10629.18
Road C
127
1383830
10896.3
Carted earth including cost and conveyance an average lead 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., 111, 112 408 &900.
-
-
-
Road A
4069
1270463
312.23
Road B
2390
529504
221.55
Road C
975
216011
221.55
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
9
2304
256
Road B
6
1536
256
Road C
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
2
1812
906
Road B
1
906
906
Road C
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
Road C
1.08
12749
11805
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 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 Retaining wall (Specification No.111,112,304.)
-
-
-
Road A
368
82468
224.1
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 Foundation of Retaining wall as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
Road A
92
621699
6757.6
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 below Ground Level as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
Road A
131
1085872
8289.1
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 Above Ground Level as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
Road A
183
1724207
9421.9
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 over the Retaining wall as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
Road A
18
209502
11639.02
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
-
-
-
Road A
92
16330
177.5
SUB ESTIMATE - Box Culvert
Dismantling the the existing Plain Cement concrete in the existing causeway / bridges 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 B - Single Cell 2x2 at Km 0/4 & Km1/0.
8
3536
442
Dismantling the the existing RCC Cement concrete in the existing causeway / bridges 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 B - Single Cell 2x2 at Km 0/4 & Km1/0.
3
11751
3917
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 B - Single Cell 2x2 at Km 0/4 & Km1/0.
104
28506
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 B - Single Cell 2x2 at Km 0/4 & Km1/0.
5
31521
6304.3
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 B - Single Cell 2x2 at Km 0/4 & Km1/0.
32
383775
11992.99
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 B - Single Cell 2x2 at Km 0/4 & Km1/0.
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 B - Single Cell 2x2 at Km 0/4 & Km1/0.
18
13151
730.66
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 B - Single Cell 2x2 at Km 0/4 & Km1/0.
33
268268
8129.35
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 B - Single Cell 2x2 at Km 0/4 & Km1/0.
2
22322
11161.27
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 B - Single Cell 2x2 at Km 0/4 & Km1/0.
23
45153
1963.21
Carted earth with lead of 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 B - Single Cell 2x2 at Km 0/4 & Km1/0.
114
25256
221.55
SUB ESTIMATE - W Metal Beam Crash Barrier
Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.70m high, comprising of 3mm thick wall 'W" beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/ 360 and dip galvanized having Zinc Mass of 550gms/ sqm, minimum 950mm above road / ground level fixed on ISMS series channel vertical post 160x75x5mm spaced 2m center to center 312mm x 83mm flange width 3mm thick, 43l8mm long post directly embedded in the concrete (M15] pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS: 1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer-in-charge
-
-
-
Road B
80
520000
6500
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
-
42494336.77
GST 18% for above SubTotal Amount
1
7648980
7648980.62
Total in Figures (SubTotal + GST)
-
50143317
-
Evaluation Notes How It Works ?
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