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₹ 3,86,66,000
Costs
EMD
₹ 2,03,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_476631_1Bid Award Id
ViewTender No
TN.No.01 / SI.No.06 / 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
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, (Specification Number as per MORTH Rev.V 111,112,502,900)
10585
860983
81.34
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., (Specification Number as per MORTH Rev.V 111,112,503,900).
10585
198045
18.71
Providing and laying 50mm consolidated thick bituminous macadam using 0.2cum of 26.5-13.2mm, 0.43cum of 13.20-2.36mm 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. (Specification Number as per MORTH Rev.V 111,112,504,900).
530
4513045
8515.18
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 Vibratory/ Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for20-30t CMP 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., (Specification Number as per MORTH Rev.V 111,112,507,900).
318
3414636
10737.85
Carted earth including cost and conveyance an average lead 7 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 specification as per MORTH Vth Rev., 304 & 305
2559
679056
265.36
Provididing RCC M15 Grade Precast HM stone of standard desing as per IRC 26-1967 and fixing in position including painting and printing ect., 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 printing etc complete (as per MORT&H specification No.805).
2
4394
2197
Provision for Scheme Board 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 2 mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angel and supported on a mild steel angel post 75 X 75 X 6mm 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 painte as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm X 45cm X 60cm 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 co efficient of Retro - reflection as per Table 6.6 of IRC67-2012. 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 0.90 sqm) TYPE -IV
1.08
12749
11805
SUB ESTIMATE - Box Culvert Dismantling the existing RR masonry in cement mortar upto 3.0 m height in the existing causeway and clearing away from the work site and carefully stacking the useful materials for reuse 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.111, 112, 202.
-
-
-
Km 1/4
18.44
5221
283.14
Km 2/6
18.44
5221
283.14
Km 2/10
6.5
1840
283.14
Km 3/4
6.5
1840
283.14
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.111, 112, 202.
-
-
-
Km 1/4
6.6
3385
512.93
Km 2/6
6.6
3385
512.93
Km 2/10
70
35905
512.93
Km 3/4
70
35905
512.93
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 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 as per MORT&H Vth specification No.111,112,304.
-
-
-
Km 1/4
69.41
17110
246.52
Km 2/6
69.41
17110
246.52
Km 2/10
171
42154
246.52
Km 3/4
171
42154
246.52
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, 2100
-
-
-
Km 1/4
4.78
31072
6500.56
Km 2/6
4.78
31125
6511.54
Km 2/10
12.5
81394
6511.54
Km 3/4
12.5
81531
6522.51
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 Footing of Wing Wall of Box Culvert as per MORT&H Vth specification No.1000, 1500, 1700, 2200, 2300.
-
-
-
Km 2/10
11.5
77058
6700.72
Km 3/4
11.5
77184
6711.69
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 of Box Culvert as per MORT&H Vth specification No.1000, 1500, 1700, 2200, 2300.
-
-
-
Km 1/4
33.37
285912
8567.95
Km 2/6
33.37
286278
8578.93
Km 2/10
34
308319
9068.21
Km 3/4
34
308692
9079.18
Vibrated Reinforced Cement Concrete M25 design mix using 20mm ISS size HBG graded metal including cost and conveyance of all materials to worksite including cost of cement at site including soft water, labour charges for mixing transporting, laying and curing concrete, etc., complete as per relevant standard specification for Base Slab, Cover Slab and top slab Side walls excluding Cost of Steel for culvert as per MORT&H Vth specification No.1000, 1500, 1700, 2200, 2300.
-
-
-
Km 1/4
29.28
357078
12195.3
Km 2/6
29.28
357399
12206.27
Km 2/10
96
1159471
12077.83
Km 3/4
96
1159176
12074.75
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
-
-
-
Km 1/4
1.91
182613
95609.27
Km 2/6
1.91
182613
95609.27
Km 2/10
7.6
726630
95609.27
Km 3/4
7.6
726630
95609.27
Supply and fabrication of Fe.240 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
-
-
-
Km 1/4
0.09
8604
95609.27
Km 2/6
0.09
8604
95609.27
Km 2/10
0.4
38243
95609.27
Km 3/4
0.4
38243
95609.27
Vibrated Reinforced 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 mixing the same in position etc., excluding steel complete for wearing coat of 75mm uniform thickness over deck slab as per MORT&H Rev. V Specification No.1000, 1500, 1700, 2702.
-
-
-
Km 1/4
17.16
12992
757.13
Km 2/6
17.16
13006
757.97
Km 2/10
67
50911
759.87
Km 3/4
67
50840
758.81
Providing filter media behind the culvert, wings for 600mm thick using filter material as per Appendix 6 of IRC : 78-2014, well packed with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges etc., complete. as per section CI.710.1.4 & Appendix -6 of IRC : 78-2014
-
-
-
Km 1/4
17.28
31866
1844.15
Km 2/6
17.28
32007
1852.28
Km 2/10
20
37045
1852.28
Km 3/4
20
37208
1860.41
Providing and fixing PVC seepage pipes of 100mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing, etc. complete to drain the backfill in between abutment and wings as per MOR&H Vth specification No.2706
-
-
-
Km 1/4
4.8
852
177.5
Km 2/6
4.8
852
177.5
Km 2/10
8
1420
177.5
Km 3/4
8
1420
177.5
Carted earth with lead of 10 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.
-
-
-
Km 1/4
168.75
44779
265.36
Km 2/6
168.75
44779
265.36
Km 2/8
596.5
158287
265.36
Km 3/4
596.5
158287
265.36
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. (Specification Number as per MORT&H Rev.V 111,112,401,900).
-
-
-
Km 1/4
16.88
37702
2233.54
Km 2/6
16.88
37702
2233.54
Km 2/10
28.5
63655
2233.54
Km 3/4
28.5
63655
2233.54
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 150mm thick specification including pre mixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with 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 chargesfor Diversion road. (Specification Number as per MORT&H Rev.V 111,112,406,900).
-
-
-
Km 1/4
16.88
36785
2179.26
Km 2/6
16.88
36785
2179.26
Km 2/10
28.5
62108
2179.26
Km 3/4
28.5
62108
2179.26
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 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 as per MORT&H Vth specification No.111,112,304.
-
-
-
Km 3/4 L/S
302
87389
289.37
Km 3/4 R/S
302
87389
289.37
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 Footing of Retaining Wall as per MORT&H Vth specification No.1000, 1500, 1700, 2200, 2300.
-
-
-
Km 3/4 L/S
88
590628
6711.69
Km 3/4 R/S
88
590628
6711.69
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 Body Wall of Retaining Wall Below Sill as per MORT&H Vth specification No.1000, 1500, 1700, 2200, 2300.
-
-
-
Km 3/4 L/S
125.5
1014529
8083.9
Km 3/4 R/S
125.5
1014529
8083.9
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 Body Wall of Retaining Wall Above Sill as per MORT&H Vth specification No.1000, 1500, 1700, 2200, 2300.
-
-
-
Km 3/4 L/S
117
1095038
9359.3
Km 3/4 R/S
117
1095038
9359.3
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 Parapet of Retaining Wall Above Sill as per MORT&H Vth specification No.1000, 1500, 1700, 2200, 2300.
-
-
-
Km 3/4 L/S
14.5
178831
12333.2
Km 3/4 R/S
14.5
178831
12333.2
Providing and fixing PVC seepage pipes of 100mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing, etc. complete to drain the backfill in between abutment and wings as per MOR&H Vth specification No.2706
-
-
-
Km 3/4 L/S
74.5
13223
177.5
Km 3/4 R/S
74.5
13223
177.5
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
-
32767053.26
GST 18% for above SubTotal Amount
1
5898069
5898069.59
Total in Figures (SubTotal + GST)
-
38665122
-
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