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 Date
21 Dec 2022Closing Date
20 Jan 2023Tender Amount
₹ 6,06,15,000Costs
EMD
₹ 3,13,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_HWAY_273931_1Bid Award Id
ViewTender No
12 / 2022-2023 / 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
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, 111,112, 900 of MORT&H Vth rev
-
-
-
Road A
1127
-
1383.64
Road B
2178
-
1383.64
Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm. thick in two layers of 125mm each thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to the site laying in uniform layers with pavers in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406, 111,112, 900 of MORTH Rev-5
-
-
-
Road A
1925
-
1782.36
Road B
3630
-
1782.36
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, complete as per clause 502, 111,112, 900 of MORTH Rev.5
-
-
-
Road A
7697
-
77.83
Road B
14517
-
77.86
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., complete as per Clause 503, 111,112, 900 of MORTH Rev-5.
-
-
-
Road A
7697
-
18.45
Road B
14517
-
18.46
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 complete as per specification using CMP as per clause 504,111,112, 900 of MORTH.Rev.5
-
-
-
Road A
385
-
8590
Road B
726
-
8597.6
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 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., complete as per specification using CMP as per clause 507, 111,112, 900 of MORTH Rev-5.
-
-
-
Road A
231
-
11443.73
Road B
436
-
11456.63
Providing and laying of carted Earth SS20B including cost and conveyance of the same to work site including all labour charges for laying , spreading and consolidation with power roller rolling etc., complete and as directed by the departmental engineer for 100% compaction for side berms as per clause No.304, 305 of MORT&H Vth rev
-
-
-
Road A with an average lead of 2 km
3520
-
174.16
Road B with an average lead of 3 km
4350
-
187.45
Providing RCC M15 grade precast HM 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
8
-
256
Road B
16
-
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
2
-
906
Road B
3
-
906
Provision for Scheme Board more than 0.90 sqm as per SI.NO.3(II) of BOI meeting date 14.08.2019 as per MORHT Spec.801
-
-
-
Road A
1.08
-
11805
Road B
1
-
11805
SUB ESTIMATE - TWO CELL BOX CULVERT-Dismantling the existing Cut stone slab over culvert upto 3.3mt in the existing 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 MORTH spec.202,111,112
-
-
-
Road A
26
-
442
Dismantling the existing Random Ruble Masonry in Cement mortar walls upto 3m hight in the existing culvert and clearing away from the work site and carefully stacking the usefull materials for re-use on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. as per MORTH spec.202,111,112
-
-
-
Road A
28
-
244
Dismantling the Plain Cement Concrete in the existing 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 MORTH spec. 202,111,112
-
-
-
Road A
22
-
419
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 baling 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 FOUNDATIO OF BOX CULVERT MORHT No. 304, 111, 112
-
-
-
Road A
86
-
263
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 MORHT No.1000,1500,1700,2100 & 2200
-
-
-
Road A
12
-
5554
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 and cost of cement at site including form work and centering, using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete as per standard specifications Stem and Footing of Retaining Wall as per MORT&H Specificaton No.1000, 1500, 1700, 2200, 2300
-
-
-
Road A
41
-
8122
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 specification No.1600
-
-
-
Road A
5.3
-
93230
Vibrated Reinforced Cement Concrete M25 (Design mix) using 20mm 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 and centering, 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 Bottom of Slab, Side Wall and Top Slab of Box culvert as per MORT&H specification No.1000,1500,1700,2200 & 2300
-
-
-
Road A
57
-
10390
Vibrated Cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite including cost of 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, form work, cost of pre moulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over Box culvert Top slab for as per MORT&H specification No.1000,1500,1700 & 2702
-
-
-
Road A
34
-
667.5
Providing and fixing Class.I PVC Seepage pipes of 100mm dia. of required lengths for abutments and wings including cost and conveyance of all materials to work site, and labour charges for fixing, etc.,to drain the backfill between the retaining wall as per MORT&H No.2706
-
-
-
Road A
30
-
177.5
Filling behind outer wall of box culvert as per Appendix.6 of IRC : 78-2014 with clean gritty free draining gravel including having PHI Value more than 35 including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density, including watering, with all leads for water, including hire charges for tools and plants and all other incidental charges etc., complete for as per MORT&H specification No.1000
-
-
-
Road A
19
-
309
Earthwork excavation in all classes of soil except hard rock not requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as baling out water shoring, strutting, walling and forming protective bunds wherever necessary etc., complete as per relevant standard specifications for Training the Channel for as per MORT&H specification No.304, 111 112.
-
-
-
Road A
234
-
106.25
Providing and laying of carted Earth SS20B including cost and conveyance of the same to work site with an average lead of 3 km including all labour charges for laying , spreading and consolidation with power roller rolling etc., complete and as directed by the departmental engineer for 100% compaction for Diversion Road s per clause No.304 & 305 of MORT&H Vth rev
-
-
-
Road A
1238
-
187.45
Construction of Granular sub-base Grade-V 300 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, complete as per clause 401, 111, 112, 900
-
-
-
Road A
102
-
1383.64
SUB ESTIMATE - SINGLE CELL BOX CULVERT-Dismantling the existing Cut stone slab over culvert upto 3.3mt in the existing 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 MORTH spec.202, 111, 112
-
-
-
Road B-Box Culvert at Km 0/6,0/8 (2mx2m)
6.1
-
442
Road B-Box Culvert at Km 1/6,1/8 (2mx2m)
6.1
-
442
Road B-Box Culvert at Km 2/6 (2mx2m)
3.1
-
442
Road B-Box Culvert at Km 3/2,3/4,3/8(2mx2m)
9.1
-
442
Road B-Box Culvert at Km 2/8 (3mx3m)
13.5
-
442
Dismantling the existing Random Ruble Masonry in Cement mortar walls upto 3m hight in the existing culvert and clearing away from the work site and carefully stacking the usefull materials for re-use on the road side as directed by the departmental officers including all labour and incidental charges etc., complete. as per MORTH spec.202,111,112.
-
-
-
Road B-Box Culvert at Km 0/6,0/8 (2mx2m)
31.1
-
244
Road B-Box Culvert at Km 1/6,1/8 (2mx2m)
31.1
-
244
Road B-Box Culvert at Km 2/6 (2mx2m)
15.6
-
244
Road B-Box Culvert at Km 3/2,3/4,3/8(2mx2m)
46.7
-
244
Road B-Box Culvert at Km 2/8 (3mx3m)
46.2
-
244
Dismantling the Plain Cement Concrete in the existing 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 MORTH spec.202, 111, 112
-
-
-
Road B-Box Culvert at Km 0/6,0/8 (2mx2m)
28.7
-
419
Road B-Box Culvert at Km 1/6,1/8 (2mx2m)
28.7
-
419
Road B-Box Culvert at Km 2/6 (2mx2m)
14.4
-
419
Road B-Box Culvert at Km 3/2,3/4,3/8(2mx2m)
43.1
-
419
Road B-Box Culvert at Km 2/8 (3mx3m)
35.44
-
419
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 baling 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 FOUNDATIO OF BOX CULVERT MORHT No.304, 111, 112
-
-
-
Road B-Box Culvert at Km 0/6,0/8 (2mx2m)
140
-
263
Road B-Box Culvert at Km 1/6,1/8 (2mx2m)
140
-
263
Road B-Box Culvert at Km 2/6 (2mx2m)
70
-
263
Road B-Box Culvert at Km 3/2,3/4,3/8(2mx2m)
210
-
263
Road B-Box Culvert at Km 2/8 (3mx3m)
174
-
263
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 MORHT No.1000, 1500, 1700, 2100 & 2200
-
-
-
Road B-Box Culvert at Km 0/6,0/8 (2mx2m)
19.3
-
5585
Road B-Box Culvert at Km 1/6,1/8 (2mx2m)
19.3
-
5554
Road B-Box Culvert at Km 2/6 (2mx2m)
9.65
-
5540
Road B-Box Culvert at Km 3/2,3/4,3/8(2mx2m)
28.95
-
5585
Road B-Box Culvert at Km 2/8 (3mx3m)
11
-
5540
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 and cost of cement at site including form work and centering, using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges, etc., complete as per standard specifications Stem and Footing of Retaining Wall as per MORT&H Specificaton No.1000, 1500, 1700, 2200, 2300
-
-
-
Road B-Box Culvert at Km 0/6,0/8 (2mx2m)
82.8
-
7927
Road B-Box Culvert at Km 1/6,1/8 (2mx2m)
82.8
-
7942
Road B-Box Culvert at Km 2/6 (2mx2m)
41.4
-
7958
Road B-Box Culvert at Km 3/2,3/4,3/8(2mx2m)
124.2
-
7973
Road B-Box Culvert at Km 2/8 (3mx3m)
71
-
7520
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 specification No.1600
-
-
-
Road B-Box Culvert at Km 0/6,0/8 (2mx2m)
4.16
-
93230
Road B-Box Culvert at Km 1/6,1/8 (2mx2m)
4.16
-
93230
Road B-Box Culvert at Km 2/6 (2mx2m)
2.08
-
93230
Road B-Box Culvert at Km 3/2,3/4,3/8(2mx2m)
6.24
-
93230
Road B-Box Culvert at Km 2/8 (3mx3m)
3.56
-
93230
Vibrated Reinforced Cement Concrete M25 (Design mix) using 20mm 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 and centering, 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 Bottom of Slab, Side Wall and Top Slab of Box culvert as per MORT&H specification No.1000,1500,1700, 2200 & 2300
-
-
-
Road B-Box Culvert at Km 0/6,0/8 (2mx2m)
63.06
-
10733
Road B-Box Culvert at Km 1/6,1/8 (2mx2m)
63.06
-
10748
Road B-Box Culvert at Km 2/6 (2mx2m)
31.53
-
10764
Road B-Box Culvert at Km 3/2,3/4,3/8(2mx2m)
94.59
-
10779
Road B-Box Culvert at Km 2/8 (3mx3m)
57
-
10584
Vibrated Cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite including cost of 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, form work, cost of pre moulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over Box culvert Top slab for as per MORT&H specification No.1000,1500,1700 & 2702
-
-
-
Road B-Box Culvert at Km 0/6,0/8 (2mx2m)
34.32
-
666.4
Road B-Box Culvert at Km 1/6,1/8 (2mx2m)
34.32
-
667.5
Road B-Box Culvert at Km 2/6 (2mx2m)
17.16
-
668.7
Road B-Box Culvert at Km 3/2,3/4,3/8(2mx2m)
51.48
-
669.9
Road B-Box Culvert at Km 2/8 (3mx3m)
25.35
-
668.7
Providing and fixing Class.I PVC Seepage pipes of 100mm dia. of required lengths for abutments and wings including cost and conveyance of all materials to work site, and labour charges for fixing, etc.,to drain the backfill between the retaining wall as per MORT&H No.2706
-
-
-
Road B-Box Culvert at Km 0/6,0/8 (2mx2m)
36
-
177.5
Road B-Box Culvert at Km 1/6,1/8 (2mx2m)
36
-
177.5
Road B-Box Culvert at Km 2/6 (2mx2m)
18
-
177.5
Road B-Box Culvert at Km 3/2,3/4,3/8(2mx2m)
54
-
177.5
Road B-Box Culvert at Km 2/8 (3mx3m)
18
-
177.5
Providing and fixing of G.I. Drainage spouts 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100 mm dia drainage spout projecting atleast 600mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of galvanised iron pipes and flats and fixing them in position etc. complete as per Spe No.2705
-
-
-
Road B-Box Culvert at Km 2/8 (3mx3m)
2
-
2271
Filling behind outer wall of box culvert as per Appendix.6 of IRC : 78-2014 with clean gritty free draining gravel including having PHI Value more than 35 including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density, including watering, with all leads for water, including hire charges for tools and plants and all other incidental charges etc., complete for as per MORT&H specification No.1000
-
-
-
Road B-Box Culvert at Km 0/6,0/8 (2mx2m)
37.71
-
349
Road B-Box Culvert at Km 1/6,1/8 (2mx2m)
37.71
-
362
Road B-Box Culvert at Km 2/6 (2mx2m)
18.86
-
362
Road B-Box Culvert at Km 3/2,3/4,3/8(2mx2m)
56.57
-
375
Road B-Box Culvert at Km 2/8 (3mx3m)
19.1
-
362
Earthwork excavation in all classes of soil except hard rock not requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as baling out water shoring, strutting, walling and forming protective bunds wherever necessary etc., complete as per relevant standard specifications for Training the Channel for as per MORT&H specification No.304, 111, 112
-
-
-
Road B-Box Culvert at Km 0/6,0/8 (2mx2m)
187.2
-
106.25
Road B-Box Culvert at Km 1/6,1/8 (2mx2m)
187.2
-
106.25
Road B-Box Culvert at Km 2/6 (2mx2m)
93.6
-
106.25
Road B-Box Culvert at Km 3/2,3/4,3/8(2mx2m)
280.8
-
106.25
Road B-Box Culvert at Km 2/8 (3mx3m)
135
-
106.25
Providing and laying of carted Earth SS20B including cost and conveyance of the same to work site with an average lead of 1&5 km including all labour charges for laying , spreading and consolidation with power roller rolling etc., complete and as directed by the departmental engineer for 100% compaction for Diversion Road s per clause No.304 & 305 of MORT&H Vth rev
-
-
-
Road B-Box Culvert at Km 0/6,0/8 (2mx2m)
1503
-
187.45
Road B-Box Culvert at Km 1/6,1/8 (2mx2m)
1503
-
187.45
Road B-Box Culvert at Km 2/6 (2mx2m)
752
-
187.45
Road B-Box Culvert at Km 3/2,3/4,3/8(2mx2m)
2255
-
187.45
Road B-Box Culvert at Km 2/8 (3mx3m)
677
-
187.45
Construction of Granular sub-base Grade-V 150mm 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, 111, 112, 900
-
-
-
Road B-Box Culvert at Km 0/6,0/8 (2mx2m)
61.9
-
1383.64
Road B-Box Culvert at Km 1/6,1/8 (2mx2m)
61.9
-
1383.64
Road B-Box Culvert at Km 2/6 (2mx2m)
31
-
1383.64
Road B-Box Culvert at Km 3/2,3/4,3/8(2mx2m)
92.9
-
1383.64
Road B-Box Culvert at Km 2/8 (3mx3m)
39.38
-
1383.64
PCC 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, 111, 112 of MORT&H Vth rev.
-
-
-
Road A
363
-
241
Vibrated Cement concrete of Grade M-20, 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 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 Base course OF RETAINING WALL as per clause 1000, 1500, 1700, 2100, 2200 & 2300 of MORT&H Vth rev.
-
-
-
Road A
73
-
5734
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 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 and parapets as per clause No.1000, 1500, 1700, 2200,2300 of MORT&H Vth rev.
-
-
-
Road A
253
-
8469
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.2706 of MORT&H Vth rev.
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Road A
72
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177.5
SUB ESTIMATE : Single Row Pipe Culvert:
Earth work excavation in all classes of soil such as hard stiff clay,stiff black cotton soil,hard red earth, shales, muram, gravel, stone earth etc., depositing on on bank with all leads and lifts as per SS 20 B and all other incidental charges such as bailing out water shoring strutting, walling and forming protective bunds where ever necessary etc., complete as per relevent standard specification for foundation of PIPE CULVERT.. as per clause No.304, 111, 112 of MORT&H Vth rev.
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-
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Road A
35
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241
Cement Concrete of Grade M-15 ( Nominal Mix, 1:2:4), using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, structing etc; complete as per relevant standard specifications, for base course of Body wall of pipe culvert. as per clause 1000, 1500, 1700, 2100, 111, 112, 900 of MORT&H Vth rev.
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Road A
4
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5554
Vibrated Cement Concrete of Grade M-15 ( Nominal Mix, 1:2:4), using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges such as bailing out water, maintaining of protective bunds,cofferdams,shoring,structing etc; complete as per relevant standard specifications, for pipe culvert (Below sill ). as per clause No.111,112, 1000, 1500, 1700, 2200, 900 of MORT&H Vth rev.
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Road A
10
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7415
Vibrated Cement Concrete of Grade M-15 ( Nominal Mix, 1:2:4), using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges such as bailing out water, maintaining of protective bunds,cofferdams,shoring,structing etc; complete as per relevant standard specifications, for pipe culvert (Above sill ) as per clause No.111, 112, 1000, 1500, 1700, 2100,900 of MORT&H Vth rev.
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Road A
16
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8710
Supply Hoisting and fixing of 1000 mm dia pipes of NP3 Class RCC pipe with flush joint to a size of 1000 mm inner diameter with wall thickness 115 mm, to a length of 2.50m in RCC M 35 with reinforcement as per table 5 of IS:458:2003 to a ultimate load capacity of 71.58 KN/Linearmeter including cost of conveyance of all materials and steel including moulding charges,all labour charge,hire charges for all T&P including conveyance and supply of pipe to worksite and other incidental charges etc., as per specification IS:458:2003 as per MORTH No.2900.
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Road A
7.5
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4130
Providing and laying Ist class bedding with Quarry dust including cost and conveyance to site including labour charges for filling in layers,watering,tamping under optimum moisture content to get the maximum density all incidental charges etc., complete as per MORTH No.1000
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Road A
8
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196
Earth work excavation in all classes of soil such as hard stiff clay,stiff black cotton soil,hard red earth, shales, muram, gravel, stone earth etc., depositing on on bank with all leads and lifts as per SS 20 B and all other incidental charges such as bailing out water shoring strutting, walling and forming protective bunds whereever necessary etc., complete as per relevent standard specification for Training the Channel of PIPE CULVERTas per clause No.304,111, 112 of MORT&H Vth rev.
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Road A
100
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106.25
Calculation of SubTotal, GST and Total carried out by system automatically
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Sub Total Amount for above all items (excluding GST)
1
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51368210.69
GST 18% for above SubTotal Amount
1
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9246277.92
Total in Figures (SubTotal + GST)
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Evaluation Notes How It Works ?
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