National Bank For Agriculture And Rural Development Tender
Search from a plethora of business opportunities for Tamil Nadu tenders posted on the eProcurement TamilNadu website and other online and offline sources. Here, on BidAssist, you can find the best tender opportunities to boost your enterprise by finding work in Tamil Nadu government tenders, PSUs, Municipal Corporations and more. Read on to learn about the bidder registration process, DSC and more.
National Bank For Agriculture And Rural Development - NABARD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date28 Dec 2022
Closing Date31 Jan 2023
Tender Amount₹ 4,00,98,000
Costs
EMD
₹ 2,10,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2022_HWAY_275882_1Bid Award Id
ViewTender No
17 / 2022-2023 / 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
Documents
BOQ Items
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)
1839
-
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)
7354
-
77.77
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).
7354
-
18.43
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).
368
-
8569.22
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).
221
-
11408.4
Carted earth with lead of 5 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 as per SS20B as per clause No.304, 305 of MORT&H Vth rev
1709
-
187.45
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
-
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).
9
-
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 0.90 sqm)
1.08
-
11805
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 of MORT&H Vth rev,111,112
-
-
-
Km 1/4 & Km1/8
105
-
241
Km 1/6
196
-
241
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 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, 2100, 2200 of MORT&H Vth rev
-
-
-
Km 1/4 & Km1/8
32
-
5628
Km 1/6
59
-
5628
Vibrated Cement concrete of grade M20 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 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 of MORT&H Vth rev.
-
-
-
Km 1/4 & Km1/8
141
-
7878
Km 1/6
307
-
7641
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
-
-
-
Km 1/4 & Km1/8
50
-
177.5
Km 1/6
170
-
177.5
Vibrated Cement concrete of grade M20 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 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 BROKEN PARAPET OVER RETAINING WALL and parapets as per clause No.1000, 1500, 1700, 2200,2300 of MORT&H Vth rev
-
-
-
Km 1/4 & Km1/8
7.5
-
10272
Km 1/6
11.5
-
10272
SUB ESTIMATE : SINGLE CELL BOX CULVERT: 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
-
-
-
Single cell Box Culvert at Km 0/4
59.91
-
263
Single cell Box Culvert at Km 0/8
56.89
-
263
Single cell Box Culvert at Km 1/2
56.89
-
263
Single cell Box Culvert at Km 1/8
56.89
-
263
Single cell Box Culvert at Km 1/10
56.89
-
263
Triple cell Box Culvert at Km 1/4
97
-
263
Vibrated 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
-
-
-
Single cell Box Culvert at Km 0/4
10.3
-
5453
Single cell Box Culvert at Km 0/8
9.4
-
5443
Single cell Box Culvert at Km 1/2
9.4
-
5443
Single cell Box Culvert at Km 1/8
9.4
-
5447
Single cell Box Culvert at Km 1/10
9.4
-
5447
Triple cell Box Culvert at Km 1/4
21
-
5447
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 & Stem of Wing wall as per specification No.1000, 1500, 1700, 2200 of MORT&H Vth rev
-
-
-
Single cell Box Culvert at Km 0/4
49.81
-
7776
Single cell Box Culvert at Km 0/8
49.81
-
7765
Single cell Box Culvert at Km 1/2
49.81
-
7765
Single cell Box Culvert at Km 1/8
49.81
-
7770
Single cell Box Culvert at Km 1/10
49.81
-
7770
Triple cell Box Culvert at Km 1/4
49.81
-
7770
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
-
-
-
Single cell Box Culvert at Km 0/4
37
-
10675
Single cell Box Culvert at Km 0/8
31.54
-
10636
Single cell Box Culvert at Km 1/2
31.54
-
10636
Single cell Box Culvert at Km 1/8
31.54
-
10641
Single cell Box Culvert at Km 1/10
31.54
-
10641
Triple cell Box Culvert at Km 1/4
91
-
10017
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
-
-
-
Single cell Box Culvert at Km 0/4
28
-
177.5
Single cell Box Culvert at Km 0/8
26
-
177.5
Single cell Box Culvert at Km 1/2
26
-
177.5
Single cell Box Culvert at Km 1/8
26
-
177.5
Single cell Box Culvert at Km 1/10
26
-
177.5
Triple cell Box Culvert at Km 1/4
26
-
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 clause No.1600 of MORT&H Vth rev
-
-
-
Single cell Box Culvert at Km 0/4
2.37
-
93230
Single cell Box Culvert at Km 0/8
2.07
-
93230
Single cell Box Culvert at Km 1/2
2.07
-
93230
Single cell Box Culvert at Km 1/8
2.07
-
93230
Single cell Box Culvert at Km 1/10
2.07
-
93230
Triple cell Box Culvert at Km 1/4
7.5
-
93230
Providing and fixing of G.I drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting at least 600mm beyond the bottom of Deck slab as shown in the drawing including cost and conveyance of Galvanized iron pipes and flats and fixing them in position etc, complete. as per clause No.2705 of MORT&H Vth rev
-
-
-
Triple cell Box Culvert at Km 1/4
6
-
2271
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 No1000,1200,1500,2702 of MORT&H Vth rev
-
-
-
Single cell Box Culvert at Km 0/4
20.8
-
659.9
Single cell Box Culvert at Km 0/8
16.9
-
659.1
Single cell Box Culvert at Km 1/2
16.9
-
659.1
Single cell Box Culvert at Km 1/8
16.9
-
659.4
Single cell Box Culvert at Km 1/10
16.9
-
659.4
Triple cell Box Culvert at Km 1/4
94
-
659.4
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 Box culvert over Papapet as per specification No.1000, 1500, 1700, 2200, 2300 of MORT&H Vth rev
-
-
-
Single cell Box Culvert at Km 0/4
1.3
-
9702
Single cell Box Culvert at Km 0/8
1.3
-
9692
Single cell Box Culvert at Km 1/2
1.3
-
9692
Single cell Box Culvert at Km 1/8
1.3
-
9696
Single cell Box Culvert at Km 1/10
1.3
-
9696
Triple cell Box Culvert at Km 1/4
3.7
-
9272
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
-
-
-
Single cell Box Culvert at Km 0/4
23
-
362
Single cell Box Culvert at Km 0/8
18.86
-
362
Single cell Box Culvert at Km 1/2
18.86
-
362
Single cell Box Culvert at Km 1/8
18.86
-
362
Single cell Box Culvert at Km 1/10
18.86
-
362
Triple cell Box Culvert at Km 1/4
19
-
362
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.304,111,112.
-
-
-
Single cell Box Culvert at Km 0/4
72
-
106.25
Single cell Box Culvert at Km 0/8
72
-
106.25
Single cell Box Culvert at Km 1/2
72
-
106.25
Single cell Box Culvert at Km 1/8
72
-
106.25
Single cell Box Culvert at Km 1/10
72
-
106.25
Triple cell Box Culvert at Km 1/4
147
-
106.25
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
-
-
-
Single cell Box Culvert at Km 0/4
33
-
244
Single cell Box Culvert at Km 0/8,1/2,1/8,1/10
131
-
244
Single cell Box Culvert at Km 1/4
78
-
244
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 Single cell Box Culvert at Km 0/4
-
-
-
Single cell Box Culvert at Km 0/4
3
-
442
Single cell Box Culvert at Km 0/8,1/2,1/8,1/10
8
-
442
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
-
-
-
Single cell Box Culvert at Km 0/4
3
-
419
Single cell Box Culvert at Km 0/8,1/2,1/8,1/10
10
-
419
Single cell Box Culvert at Km 1/4
30
-
419
Clearing light jungle by cutting, removing and disposing of all materials such as bushes, shrubs, stumps, roots, grass, weeds, top organic soil not exceeding 150mm in thickness rubbish including cutting of trees upto 150mm girth as per clause No.201 of MORT&H Vth rev
-
-
-
Single cell Box Culvert at Km 0/4
113
-
5.55
Single cell Box Culvert at Km 0/8,1/2,1/8,1/10
450
-
5.55
Single cell Box Culvert at Km 1/4
94
-
5.55
Construction of granular sub- base 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 complete as per clause 401 (Specification Number as per MORTH Rev.V 111,112,401,900).
-
-
-
Single cell Box Culvert at Km 0/4
17
-
1370.44
Single cell Box Culvert at Km 0/8,1/2,1/8,1/10
68
-
1370.44
Single cell Box Culvert at Km 1/4
15
-
1370.44
Wet Mix Macadam 225mm. 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 for Diversion road as per clause 111,112,406,900 of MORTH Rev-5
-
-
-
Single cell Box Culvert at Km 0/4
26
-
1782.36
Single cell Box Culvert at Km 0/8,1/2,1/8,1/10
102
-
1782.36
Single cell Box Culvert at Km 1/4
22
-
1782.36
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
-
-
-
CC Drain at Km 1/10-2/250
1014
-
106.25
Plain Cement Concrete M-10 Grade, Nominal Mix, 1:3:6, 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.304
-
-
-
CC Drain at Km 1/10-2/250
78
-
4764
Vibrated Cement Concrete M20 Nominal mix 1:1.5:3 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
-
-
-
CC Drain at Km 1/10-2/250
419.25
-
11357
Vibrated Cement Concrete M20 Nominal mix 1:1.5:3 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, 1700.
-
-
-
CC Drain at Km 1/10-2/250
97.5
-
12087
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
-
-
-
CC Drain at Km 1/10-2/250
7.2
-
93230
Sub Estimate - CC Pavement at Km 1/925-2/250:
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.,as per relevant standard specification No.304 for Cut off wall,111,112.
626
-
106.25
Cement Concrete of Grade M-10 (Nominal Mix 1:3:6), 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 levelling course below Cement Concrete Pavement as per section 304 of MORT&H specification (V Revision)
179
-
4764
Vibrated cement concrete M30 design mix using ISS HBG metal including cost and conveyance of all materials to site excluding cost and fabrication of steel but including form work, labour charges for mixing, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for CC Pavement as per section 1000,1500,1700,2702 of MORT&H specification (V Revision)
447
-
6864
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.
4.5
-
93230
Providing and fixing of separable imperable plastic sheet of thickness 125 micron including sealant including cost and conveyance of all material to work site and labour charges for fixing etc., complete (as per standard specification and directed by Engineer)
1787.5
-
10
Providing expansion and contraction joints in both the longitudinal and transverse direction using bituminous pads of 20mm thickness including all cost, conveyance and all labour charges for fixing them in position as per 2600 of MORT&H specification (V Revision).
170
-
100
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
-
33980553.14
GST 18% for above SubTotal Amount
1
-
6116499.57
Total in Figures (SubTotal + GST)
-
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements