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₹ 5,50,01,000
Costs
EMD
₹ 2,85,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_HWAY_406687_1Bid Award Id
ViewTender No
TN.No.36/SI.No.04/ 2023-2024 / SDOTender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Road C
1416
7646
5.4
Construction of granular sub - base Gr-V of 150 mm 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. (Specification Number as per MORTH Rev.V 111,112,401,900).
-
-
-
Road A
1029
1506486
1464.03
Road B
922
1362006
1477.23
Road C
740
1080126
1459.63
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm 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 SubBase/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., (Specification Number as per MORTH Rev.V 111,112,406,900).
-
-
-
Road A
1736
3178147
1830.73
Road B
1547
2832139
1830.73
Road C
1244
2277428
1830.73
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)
-
-
-
Road A
6943
524751
75.58
Road B
6187
467675
75.59
Road C
4976
376086
75.58
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).
-
-
-
Road A
6943
118031
17
Road B
6187
105240
17.01
Road C
4976
84592
17
Providing and laying 50mm consolidated thick bituminous macadam using 0.2cum of 26.5-13.2mm, 0.43cum of 13.22-2.36mm 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).
-
-
-
Road A
348
2766050
7948.42
Road B
310
2464506
7950.02
Road C
249
1979156
7948.42
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).
-
-
-
Road A
209
2149571
10285.03
Road B
186
1913517
10287.73
Road C
150
1542754
10285.03
Collection and supply of Carted earth including cost and conveyance an average lead 3 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.
-
-
-
Road A
1663
323486
194.52
Collection and supply of Carted earth including cost and conveyance an average lead 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 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.
-
-
-
Road B
1522
337199
221.55
Road C
1200
265860
221.55
Provididing RCC M15 Grade Precast HM stone of standard desing as per IRC 8-1980 and fixing in position including painting and printing ect., complete (as per MORTH SPECIFICATION No.805)
-
-
-
Road A
8
2048
256
Road B
7
1792
256
Road C
5
1280
256
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).
-
-
-
Road A
1
906
906
Road B
1
906
906
Road C
1
906
906
Provision for Scheme Board Direction and Place Identification signs - Type IV. Providing and erecting 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 0.95qm) TYPE -IV
-
-
-
Road A
2.16
25498
11805
Road B
2.16
25498
11805
Road C
2.16
25498
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.
-
-
-
Road A - Km 0/4(ii)
18.44
4746
257.4
Road B - Km 0/2
18.44
4746
257.4
Road B - Km 0/8
18.44
4746
257.4
Road C - Km 0/8
18.44
4746
257.4
Road C - Km 1/2
18.44
4746
257.4
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 MORT&H Vth specification No.111, 112, 202.
-
-
-
Road A - Km 0/4(ii)
6.6
3077
466.3
Road B - Km 0/2
6.6
3077
466.3
Road B - Km 0/8
6.6
3077
466.3
Road C - Km 0/8
6.6
3077
466.3
Road C - Km 1/2
6.6
3077
466.3
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.
-
-
-
Road A - Km 0/4(ii)
69.05
18926
274.1
Road B - Km 0/2
108.66
29783
274.1
Road B - Km 0/8
69.05
18926
274.1
Road C - Km 0/8
97.26
26658
274.1
Road C - Km 1/2
108.66
29783
274.1
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, 2200.
-
-
-
Road A - Km 0/4(ii)
4.78
27555
5764.78
Road B - Km 0/2
6.2
35991
5805.12
Road B - Km 0/8
4.78
27812
5818.56
Road C - Km 0/8
4.78
27555
5764.78
Road C - Km 1/2
6.2
35741
5764.78
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 Side walls excluding Cost of Steel for culvert as per MORT&H Vth specification No.1000, 1500, 1700, 2200, 2300.
-
-
-
Road A - Km 0/4(ii)
29.28
327011
11168.41
Road B - Km 0/2
41.05
470131
11452.66
Road B - Km 0/8
29.28
328586
11222.2
Road C - Km 0/8
31.53
361535
11466.41
Road C - Km 1/2
41.05
468475
11412.32
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 and Parapet over Box Culvert as per MORT&H Vth specification No.1000, 1500, 1700, 2200, 2300.
-
-
-
Road A - Km 0/4(ii)
31.25
243780
7800.99
Road B - Km 0/2
44.3
338989
7652.13
Road B - Km 0/8
31.25
245461
7854.78
Road C - Km 0/8
44.3
337202
7611.8
Road C - Km 1/2
44.3
337202
7611.8
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
-
-
-
Road A - Km 0/4(ii)
1.91
181076
94804.27
Road B - Km 0/2
2.67
253127
94804.27
Road B - Km 0/8
1.91
181076
94804.27
Road C - Km 0/8
2.07
196244
94804.27
Road C - Km 1/2
2.67
253127
94804.27
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.
-
-
-
Road A - Km 0/4(ii)
17.16
11831
689.5
Road B - Km 0/2
23.66
16386
692.58
Road B - Km 0/8
17.16
11902
693.6
Road C - Km 0/8
17.16
11831
689.5
Road C - Km 1/2
23.66
16313
689.5
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 MORTH Vth specification No.2706
-
-
-
Road A - Km 0/4(ii)
8
1420
177.5
Road B - Km 0/2
8
1420
177.5
Road B - Km 0/8
8
1420
177.5
Road C - Km 0/8
8
1420
177.5
Road C - Km 1/2
8
1420
177.5
Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drain in accordance with specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer using Carted Earth with a lead of 3 km & 5km for formation of Diversion road for 100% compaction as per MORTH Vth specification No.111, 112, 304, 305.
-
-
-
Road A - Km 0/4(ii)
226.5
44058
194.52
Road B - Km 0/2
226.5
50181
221.55
Road B - Km 0/8
169.88
37636
221.55
Road C - Km 0/8
226.5
50181
221.55
Road C - Km 1/2
226.5
50181
221.55
Construction of granular sub - base Gr-V of 150 mm 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 for Diversion Road complete as per clause 401 (Specification Number as per MORTH Rev.V 111,112,401,900).
-
-
-
Road A - Km 0/4(ii)
22.5
32940
1464.03
Road B - Km 0/2
22.5
33237
1477.23
Road B - Km 0/8
16.88
24935
1477.23
Road C - Km 0/8
22.5
32841
1459.63
Road C - Km 1/2
22.5
32841
1459.63
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm 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).
-
-
-
Road A - Km 0/4(ii)
22.5
41191
1830.73
Road B - Km 0/2
22.5
41191
1830.73
Road B - Km 0/8
16.88
30902
1830.73
Road C - Km 0/8
22.5
41191
1830.73
Road C - Km 1/2
22.5
41191
1830.73
Retaining Wall: 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 incidential 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 for FOUNDATION OF RETAINING WALL as per clause No.304 of MORT&H Vth rev.
-
-
-
Road A - Km 0/4
465.75
117415
252.1
Road A - Km 1/8
251.1
63302
252.1
Road B - Km 0/2
328.05
82701
252.1
Road C - Km 0/2-0/6
477.9
120478
252.1
Vibrated Cement concrete of Grade M-20, Nominal mix, 1:1.5:3, using 40mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for FOOTING OF RETAINING WALL as per clause 1000, 1500, 1700, 2200.
-
-
-
Road A - Km 0/4
93.15
554101
5948.49
Road A - Km 1/8
50.22
299444
5962.66
Road B - Km 0/2
65.61
392927
5988.83
Road C - Km 0/2-0/6
95.58
567054
5932.77
Vibrated Cement concrete of grade M20 Nominal mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for STEM OF RETAINING WALL BELOW SILL as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev.
-
-
-
Road A - Km 0/4
240.12
1700714
7082.77
Road A - Km 1/8
129.46
920416
7109.66
Road B - Km 0/2
169.13
1205792
7129.38
Road C - Km 0/2-0/6
246.38
1740955
7066.14
Vibrated Cement concrete of grade M20 Nominal mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for STEM OF RETAINING WALL ABOVE SILL as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev.
-
-
-
Road A - Km 0/4
156.98
1305101
8313.81
Road A - Km 1/8
84.63
705984
8342.01
Road B - Km 0/2
110.57
924588
8362.02
Road C - Km 0/2-0/6
161.07
1336571
8298.08
Providing and fixing of Seepage Pipes of 100mm dia. using PVC pipes of requied lengths for including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arangements with 100mm size broken granite metals at the periphery and labour charges for fixing, etc., to drain of the backfill in the RETAINING WALL as per clause No.2707 of MORT&H Vth rev.
-
-
-
Road A - Km 0/4
52.78
9368
177.5
Road A - Km 1/8
28.21
5007
177.5
Road B - Km 0/2
37.31
6622
177.5
Road C - Km 0/2-0/6
53.69
9529
177.5
Vibrated Cement Concrete M15 nominal mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, 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 Broken Parapet Over RETAINING WALL as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev
-
-
-
Road A - Km 0/4
20.52
219892
10716
Road A - Km 1/8
11.34
121671
10729.44
Road B - Km 0/2
14.58
156827
10756.34
Road C - Km 0/2-0/6
21.06
225730
10718.45
WELL PROTECTION WALL: 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 incidential 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 for FOUNDATION OF WELL PROTECTIVE WALLS as per clause No.111, 112, 304 of MORT&H Vth rev.
-
-
-
Road C - Km 0/8 & 0/10
54
13613
252.1
Vibrated Cement concrete of Grade M-20, Nominal mix, 1:1.5:3, using 40mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for FOOTING OF WELL PROTECTIVE WALLS as per clause 1000, 1500, 1700, 2100, 2200.
-
-
-
Road C - Km 0/8 & 0/10
16.2
96365
5948.49
Vibrated Cement concrete of grade M20 Nominal mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for STEM OF WELL PROTECTIVE WALLS BELOW SILL as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev.
-
-
-
Road C - Km 0/8 & 0/10
21.63
171120
7911.28
Vibrated Cement concrete of grade M20 Nominal mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost and labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, as per relevant standard specification for STEM OF WELL PROTECTIVE WALLS ABOVE SILL a as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev.
-
-
-
Road C - Km 0/8 & 0/10
15.6
144838
9284.52
Providing and fixing of Seepage Pipes of 100mm dia. using PVC pipes of requied lengths for including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arangements with 100mm size broken granite metals at the periphery and labour charges for fixing, etc., to drain of the backfill in the Well Protective Walls as per clause No.2706 of MORT&H Vth rev.
-
-
-
Road C - Km 0/8 & 0/10
10.4
1846
177.5
Vibrated Cement Concrete M20 nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, 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 Over Well Protective Walls as per clause No.1000, 1500, 1700, 2200, 2300 of MORT&H Vth rev
-
-
-
Road C - Km 0/8 & 0/10
12.15
122148
10053.4
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
-
46610298.75
GST 18% for above SubTotal Amount
1
8389853
8389853.77
Total in Figures (SubTotal + GST)
-
55000152
-
Evaluation Notes How It Works ?
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