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 Date28 Dec 2022
Closing Date31 Jan 2023
Tender Amount₹ 5,26,00,000
Costs
EMD
₹ 2,73,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_HWAY_275851_1Bid Award Id
ViewTender No
16 / 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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Documents
BOQ Items
Providing and laying of prime coat over WBM/WMM surface using 7 kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc, complete as per clause 502 of MORTH Rev.5 Specification Number as per MORTH Rev.V 111,112,502,900)
15432
-
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 of MORTH Rev-5.Specification Number as per MORTH Rev.V 111,112,503,900).
15432
-
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 of MORTH.Rev.5 (Specification Number as per MORTH Rev.V 111,112,504,900).
772
-
8649.96
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).
463
-
11510.8
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
2501
-
160.88
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
-
11805
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).
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).
3
-
906
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
-
-
-
Single cell Box Culvert at Km 1/8&1/10
25.52
-
442
Single cell Box Culvert at Km 2/2
13
-
442
Single cell Box Culvert at Km 2/4&2/6
25.52
-
442
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 1/8&1/10
131
-
263
Single cell Box Culvert at Km 2/2
86
-
263
Single cell Box Culvert at Km 2/4&2/6
131
-
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 1/8&1/10
20.12
-
5554
Single cell Box Culvert at Km 2/2
14
-
5570
Single cell Box Culvert at Km 2/4&2/6
20.12
-
5570
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, 2300 of MORT&H Vth rev
-
-
-
Single cell Box Culvert at Km 1/8&1/10
39
-
8260
Single cell Box Culvert at Km 2/2
31.37
-
7721
Single cell Box Culvert at Km 2/4&2/6
39
-
8275
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 1/8&1/10
52
-
10612
Single cell Box Culvert at Km 2/2
32
-
10759
Single cell Box Culvert at Km 2/4&2/6
52
-
10627
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 1/8&1/10
3.49
-
93230
Single cell Box Culvert at Km 2/2
2.06
-
93230
Single cell Box Culvert at Km 2/4&2/6
3.49
-
93230
Supply and fabrication of Fe.240D 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 1/8&1/10
0.15
-
93230
Single cell Box Culvert at Km 2/2
0.09
-
93230
Single cell Box Culvert at Km 2/4&2/6
0.15
-
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 No1000,1500,1700,2702 of MORT&H Vth rev
-
-
-
Single cell Box Culvert at Km 1/8&1/10
28
-
667.5
Single cell Box Culvert at Km 2/2
17.16
-
668.7
Single cell Box Culvert at Km 2/4&2/6
28
-
668.7
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 1/8&1/10
20
-
322
Single cell Box Culvert at Km 2/2
17
-
322
Single cell Box Culvert at Km 2/4&2/6
20
-
322
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.
-
-
-
Km 1/4,1/6,1/8&1/10
517
-
241
Km 2/10
236
-
241
Km 2/6,2/8&2/10
464
-
241
Km 3/6
181
-
241
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 maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specifications, for LEVELLING COURSE as per MORTH No.111,112,900,1000,1500,1700,2100
-
-
-
Km 1/4,1/6,1/8&1/10
52
-
5554
Km 2/10
24
-
5651
Km 2/6,2/8&2/10
47
-
5570
Km 3/6
19
-
5585
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 1/4,1/6,1/8&1/10
156
-
5734
Km 2/10
71
-
5765
Km 2/6,2/8&2/10
140
-
5750
Km 3/6
55
-
5765
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 of MORT&H Vth rev.
Km 1/4 & Km1/8
-
-
-
Km 1/4,1/6,1/8&1/10
580
-
7779
Km 2/10
318
-
7566
Km 2/6,2/8&2/10
520
-
7785
Km 3/6
202
-
7794
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 1/4,1/6,1/8&1/10
390
-
177.5
Km 2/10
160
-
177.5
Km 2/6,2/8&2/10
350
-
177.5
Km 3/6
136
-
177.5
Sub Estimate - Km 3/2 CC Pavement:
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.304,111,112 for Cut off wall
12
-
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)
33
-
4902
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 cut off wall. a as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev.
30
-
11405
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)
83
-
7081
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.
0.7
-
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 the standard specification directed by the Engineers
330
-
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) and directed by the Engineer
39
-
20
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
-
44576102.38
GST 18% for above SubTotal Amount
1
-
8023698.43
Total in Figures (SubTotal + GST)
-
-
-
Evaluation Notes How It Works ?
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