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 Date21 Dec 2022
Closing Date20 Jan 2023
Tender Amount₹ 7,08,01,000
Costs
EMD
₹ 3,64,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_HWAY_273926_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
Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and depositing the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed of the work and including all other incidental charges ., complete as per per clause No.202 of MORT&H Vth rev
-
-
-
Road A
5632
-
18.85
Raod B
1919
-
18.85
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 MORTH Rev.V 111,112,401,900).
-
-
-
Road A
391
-
1379.24
Road B
487
-
1379.24
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 of MORTH Rev-5(Specification Number as per MORTH Rev.V 111,112,406,900).
-
-
-
Road A
4896
-
1782.36
Road B
2338
-
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 of MORTH Rev.5 Specification Number as per MORTH Rev.V 111,112,502,900)
-
-
-
Road A
19581
-
77.86
Road B
9349
-
77.85
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 of MORTH Rev-5.Specification Number as per MORTH Rev.V 111,112,503,900).
-
-
-
Road A
19581
-
18.46
Road B
9349
-
18.48
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 of MORTH.Rev.5 (Specification Number as per MORTH Rev.V 111,112,504,900).
-
-
-
Road A
980
-
8596.8
Road B
468
-
8592.8
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 of MORTH Rev-5.(Specification Number as per MORTH Rev.V 111,112,507,900).
-
-
-
Road A
588
-
11455.28
Road B
281
-
11448.48
Carted earth including const of Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank with initial lead and lift and all other incidental charges including hire charges for tools and plant for cutting road edge to required depth as per SS20B as per clause No.304, 305 of MORT&H Vth rev
-
-
-
Road A (with 3 km lead)
4062
-
187.45
Road B (with 1 km lead)
2057
-
160.88
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
5
-
906
Road B
2
-
906
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
21
-
256
Road B
10
-
256
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 confiming to TYPE- IV standards of IRC:67-2012 and ASTM D 4956-09, specification and fixed over 2mm thick aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mmm mild steel angle post 75x75x6mm with a clear height of not less than 2.10m from the ground level bottom of the sign board and 0.60 m below ground level . The sign post should be painted as per IRC 67-2012and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materail, equipment, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by engineer in charge. High intensity Retro Reflectro Sheet shall consist of minimmum coefficient of Retro reflection as per table 6.6 of IRC 67- 2012. The Retro-reflective sheeting shall be covered under 7 years warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per of IRC 67:2012 Specification (as per MoRT&H Specification. No.801) for Scheme board (More than 0.95 sqm)
-
-
-
Road A
1.08
-
11805
Road B
1.08
-
11805
SUB ESTIMATE : SINGLE CELL BOX CULVERT 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 111,112,202
-
-
-
Road A - Single cell Box Culvert at Km 0/2, 0/8(i) & 0/8(ii)
38
-
442
Road A - Single cell Box Culvert at Km 1/4
13
-
442
Road B - Single cell Box Culvert at Km 2/2
13
-
442
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 MOR&H Vth specification 111,112,202
-
-
-
Road A - Single cell Box Culvert at Km 0/2, 0/8(i) & 0/8(ii)
58
-
244
Road A - Single cell Box Culvert at Km 1/4
20
-
244
Road B - Single cell Box Culvert at Km 2/2
20
-
244
Dismantling the the existing PCC 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 MORT& Vth rev clause 111,112,202
-
-
-
Road A - Single cell Box Culvert at Km 0/2, 0/8(i) & 0/8(ii)
45
-
419
Road A - Single cell Box Culvert at Km 1/4
15
-
419
Road B - Single cell Box Culvert at Km 2/2
15
-
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 FOUNDATION OF BOX CULVERT and Retaining wall as per MORT&H Vth specification No.304. 111,112.
-
-
-
Road A - Single cell Box Culvert at Km 0/2, 0/8(i) & 0/8(ii)
296
-
263
Road A - Single cell Box Culvert at Km 1/4
99
-
263
Road B - Single cell Box Culvert at Km 2/2
99
-
263
Plain Cement Concrete of Grade M-15, Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BASE COURSE OF BOX CULVERT .as per clause No.1000, 1500, 1700, 2100, 2200 of MORT&H Vth rev
-
-
-
Road A - Single cell Box Culvert at Km 0/2, 0/8(i) & 0/8(ii)
38
-
5570
Road A - Single cell Box Culvert at Km 1/4
13
-
5554
Road B - Single cell Box Culvert at Km 2/2
13
-
5554
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 Retaining wall and Parapet over Box Culvert as per specification No.1000, 1500, 1700, 2200, 2300 of MORT&H Vth rev
-
-
-
Road A - Single cell Box Culvert at Km 0/2, 0/8(i) & 0/8(ii)
182
-
7912
Road A - Single cell Box Culvert at Km 1/4
76
-
7820
Road B - Single cell Box Culvert at Km 2/2
76
-
7820
Vibrated 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 clause No.1000, 1500, 1700, 2200, 2300 of MORT&H Vth rev
-
-
-
Road A - Single cell Box Culvert at Km 0/2, 0/8(i) & 0/8(ii)
95
-
10764
Road A - Single cell Box Culvert at Km 1/4
32
-
10748
Road B - Single cell Box Culvert at Km 2/2
32
-
10748
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 clause No.1600 of MORT&H Vth rev
-
-
-
Road A - Single cell Box Culvert at Km 0/2, 0/8(i) & 0/8(ii)
6.3
-
93230
Road A - Single cell Box Culvert at Km 1/4
2.1
-
93230
Road B - Single cell Box Culvert at Km 2/2
2.1
-
93230
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 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 fixing the same in position etc., excluding steel complete for wearing coat of 75mm uniform thickness over deck slab as per clause No1000,1700,1500,2702 of MORT&H Vth rev
-
-
-
Road A - Single cell Box Culvert at Km 0/2, 0/8(i) & 0/8(ii)
52
-
668.7
Road A - Single cell Box Culvert at Km 1/4
18
-
667.5
Road B - Single cell Box Culvert at Km 2/2
18
-
667.5
FILLING BEHIND ABUTMENTS AND RETURNS with clean gritty free draining gravel including cost and draining gravel having PHI value more than 35 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 and lifts for water and all other incidental charges, etc., complete as per cl 710.1.4 & Appendix 6 of IRC 78- 2014 and clause No1000 of MORT&H Vth rev
-
-
-
Road A - Single cell Box Culvert at Km 0/2, 0/8(i) & 0/8(ii)
57
-
362
Road A - Single cell Box Culvert at Km 1/4
19
-
349
Road B - Single cell Box Culvert at Km 2/2
19
-
322
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
-
-
-
Road A - Single cell Box Culvert at Km 0/2, 0/8(i) & 0/8(ii)
90
-
177.5
Road A - Single cell Box Culvert at Km 1/4
30
-
177.5
Road B - Single cell Box Culvert at Km 2/2
30
-
177.5
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 TRAINING THE CHANNEL and Retaining wall as per MORT&H Vth specification No.111, 112, 304.
-
-
-
Road A - Single cell Box Culvert at Km 0/2, 0/8(i) & 0/8(ii)
562
-
106.25
Road A - Single cell Box Culvert at Km 1/4
188
-
106.25
Road B - Single cell Box Culvert at Km 2/2
188
-
106.25
Carted earth with lead of 3 km including const of Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank with initial lead and lift and all other incidental charges including hire charges for tools and plant for cutting road edge to required depth for DIVERSION ROAD as per SS20B.complete as per MORT&H Specificaton No.304 & 305
-
-
-
Road A - Single cell Box Culvert at Km 0/2, 0/8(i) & 0/8(ii)
3713
-
187.45
Road A - Single cell Box Culvert at Km 1/4
1238
-
187.45
Road B - Single cell Box Culvert at Km 2/2
1238
-
187.45
Construction of granular sub- base of 300 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 complete as per clause 401 (Specification Number as per MORTH Rev.V 111,112,401,900).
-
-
-
Road A - Single cell Box Culvert at Km 0/2, 0/8(i) & 0/8(ii)
304
-
1379.24
Road A - Single cell Box Culvert at Km 1/4
102
-
1379.24
Road B - Single cell Box Culvert at Km 2/2
102
-
1379.24
PCC RETAINING WALL at Km 3/2:
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 - PCC RETAINING WALL at Km 3/2
159
-
241
Road B - PCC RETAINING WALL at Km 0/8 & 0/10
344
-
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 of MORT&H Vth rev.
-
-
-
Road A - PCC RETAINING WALL at Km 3/2
40
-
5719
Road B - PCC RETAINING WALL at Km 0/8 & 0/10
86
-
5703
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 - PCC RETAINING WALL at Km 3/2
139
-
8332
Road B - PCC RETAINING WALL at Km 0/8 & 0/10
294
-
8194
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.
-
-
-
Road A - PCC RETAINING WALL at Km 3/2
80
-
177.5
Road B - PCC RETAINING WALL at Km 0/8 & 0/10
172
-
177.5
Sub Estimate - CC Drain 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 CC Drain as per MORT&H Vth specification No.304,111,112.
-
-
-
Road B - CC Drain at KM 1/6 - 1/8
357
-
135
Road B - CC Drain at KM 1/8 - 1/10
429
-
135
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 CC Drain as per MORT&H Vth specification No.1000, 1500, 1700, 2100,2200.
-
-
-
Road B - CC Drain at KM 1/6 - 1/8
34
-
5539
Road B - CC Drain at KM 1/8 - 1/10
41
-
5539
Vibrated Cement Concrete M20 Nominal 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 and Side walls excluding Cost of Steel for CC Drain as per MORT&H Vth specification No.1000, 1500, 1700, 2200.
-
-
-
Road B - CC Drain at KM 1/6 - 1/8
135
-
11235
Road B - CC Drain at KM 1/8 - 1/10
162
-
11233
Vibrated Cement Concrete M20 Nominal 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 Cover slab excluding Cost of Steel for CC Drain as per MORT&H Vth specification No.1000, 1500, 1700, 2200.
-
-
-
Road B - CC Drain at KM 1/6 - 1/8
45
-
12965
Road B - CC Drain at KM 1/8 - 1/10
54
-
12965
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
-
-
-
Road B - CC Drain at KM 1/6 - 1/8
4
-
177.5
Road B - CC Drain at KM 1/8 - 1/10
5
-
177.5
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 MOR&H Vth specification No.1600.
-
-
-
Road B - CC Drain at KM 1/6 - 1/8
5.3
-
93230
Road B - CC Drain at KM 1/8 - 1/10
6.4
-
93230
SUB ESTIMATE : Two 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.111,112,304 of MORT&H Vth rev.
-
-
-
Road B - Two row pipe Culvert at km 0/2
70
-
241
Plain 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.
-
-
-
Road B - Two row pipe Culvert at km 0/2
7.5
-
5523
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.1000, 1500, 1700,111, 112,900,2100 of MORT&H Vth rev.
-
-
-
Road B - Two row pipe Culvert at km 0/2
14
-
7357
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.1000, 1500, 1700, 111,112,900,2100 of MORT&H Vth rev.
-
-
-
Road B - Two row pipe Culvert at km 0/2
19
-
8708
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.
-
-
-
Road B - Two row pipe Culvert at km 0/2
20
-
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 clause No.1000 of MORT&H Vth rev.
-
-
-
Road B - Two row pipe Culvert at km 0/2
25
-
180
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 CULVERT as per clause No.111,112, 304 of MORT&H Vth rev.
-
-
-
Road B - Two row pipe Culvert at km 0/2
120
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106.25
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.111, 112, 304 of MORT&H Vth rev.
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Road B - Single row pipe culvert at km 1/10
35
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241
Plain 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 B - Single row pipe culvert at km 1/10
4
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5539
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.1000, 1500, 1700, 2100,111,112,900 of MORT&H Vth rev.
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Road B - Single row pipe culvert at km 1/10
10
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7400
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.1000, 1500, 1700, 2100,111,112,900 of MORT&H Vth rev.
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Road B - Single row pipe culvert at km 1/10
16
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8695
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 B - Single row pipe culvert at km 1/10
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 per clause No.1000 of MORT&H Vth rev.
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-
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Road B - Single row pipe culvert at km 1/10
8
-
188
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.111,112, 304 of MORT&H Vth rev.
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-
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Road B - Single row pipe culvert at km 1/10
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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60000200.85
GST 18% for above SubTotal Amount
1
-
10800036.15
Total in Figures (SubTotal + GST)
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Evaluation Notes How It Works ?
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