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
Other Consultancy Services
Consultancy Services
Eprocure
Opening Date17 Dec 2022
Closing Date19 Jan 2023
Tender Amount₹ 5,03,04,000
Costs
EMD
₹ 2,62,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_HWAY_273189_1Bid Award Id
ViewTender No
10/2022-2023/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
BOQ Items
Road D
540
-
5.55
Clearing heavy 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 300mm girth. as per clause No.201 of MORT&H Vth rev
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-
-
Road A
2580
-
7.4
Picking 5cm to 10cm old B.T surface and sectioning and to bring to camber and super elevation as directed by the departmental officers including labour charges for picking including hire charges for all tools and equipments employed and all other incidental charges etc., complete as per standard specification.as per clause No.202 of MORT&H Vth rev
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-
-
Road B
950
-
18.85
Construction of Granular sub-base Grade-III 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).
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-
-
Road A
113
-
1529.45
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).
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-
Road A
826
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1436.26
Road B
357
-
1455.26
Road C
379
-
1472.86
Road D
256
-
1450.86
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).
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-
Road A
2135
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1827.71
Road B
1600
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1842.82
Road C
1011
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1842.82
Road D
506
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1842.82
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)
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-
-
Road A
8540
-
77.82
Road B
6398
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77.82
Road C
4041
-
77.82
Road D
2024
-
77.83
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).
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-
-
Road A
8540
-
18.45
Road B
6398
-
18.45
Road C
4041
-
18.45
Road D
2024
-
18.45
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).
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-
-
Road A
427
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8625.98
Road B
320
-
8643.04
Road C
203
-
8640.24
Road D
101.5
-
8646.24
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).
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-
-
Road A
257
-
11470.08
Road B
192
-
11487.48
Road C
122
-
11482.73
Road D
61
-
11492.9
Providing and laying of carted Earth SS20B including cost and conveyance of the same to work site with an average lead of 4 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 side berms.complete as per MORT&H Specificaton No.304 & 305
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-
-
Road A
1877
-
200.73
Road B
1309
-
200.73
Road C
731
-
200.73
Road D
945
-
200.73
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).
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-
-
Road A
9
-
256
Road B
7
-
256
Road C
4
-
256
Road D
4
-
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).
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-
-
Road A
2
-
906
Road B
1
-
906
Road C
1
-
906
Road D
1
-
906
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)
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-
-
Road A
2.16
-
11805
Road B
2.16
-
11805
Road C
2.16
-
11805
Road D
2.16
-
11805
SUB ESTIAMATE: Construction of Single Row RCC Pipe Culvert Dismantling culverts bridges and other structures dismantling savaging and removal and disposing off resulting materials and back filling trenches and pits etc., for RR masonry as per MORT & H specification 111,112,202
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-
-
Road A - Single Row Pipe Culvert at Km 0/2&0/4
23.22
-
244
Earthwork 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 bank with all leads and lifts as per SS 20 B and all other incidental charges such as baling out water, shoring, strutting, walling, and forming protective bund wherever necessary etc., complete as directed by the Engineer as per MORTH No. 111,112,304. for Foundation.
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-
-
Road A - Single Row Pipe Culvert at Km 0/2&0/4
69.99
-
241
Cement Concrete M15 Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement, centering, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths, tools and plants employed and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications as directed by the Engineer for Foundation as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100
-
-
-
Road A - Single Row Pipe Culvert at Km 0/2&0/4
7.73
-
5492
Vibrated Cement Concrete M15 (Nominal Mix) 1:2:4 using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement, centering, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants employed and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications as directed by the Engineer for as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100 (Below Sill)
-
-
-
Road A - Single Row Pipe Culvert at Km 0/2&0/4
18.76
-
7354
Vibrated Cement Concrete M15 (Nominal Mix) 1:2:4 using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement, centering, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants employed and maintaining of protective bunds, cofferdams, shoring, strutting etc., Parapet wall complete as per relevant standard specifications as directed by the Engineer for as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100 (Above Sill Level)
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-
-
Road A - Single Row Pipe Culvert at Km 0/2&0/4
31.4
-
8644
Supplying, Laying Hoisting and fixing RCC Pipes conforming to IS 458 of NP3 class of 1000 mm dia of standard length in position with Collars including cost and conveyance of Pipes and Collars which will be supplied by the contractor himself at worksite including all labour charges for hoisting and laying the pipes and fixing in position, packing joints in Cement Mortor 1:4 and all other incidental charges etc., complete as per the standard specification for Diversion road as per MORT&H Vth specification No.2900
-
-
-
Road A - Single Row Pipe Culvert at Km 0/2&0/4
15
-
4130
Providing and laying Ist class bedding with Stone 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 MORT&H Vth specification No.1000
-
-
-
Road A - Single Row Pipe Culvert at Km 0/2&0/4
12.68
-
165
SUB ESTIMATE : SINGLE CELL BOX CULVERT (single cell 2x2)
Earth work excavation in all classes of soil except hard rock 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 shrutting, walling & forming protective bunds wherever necessary etc complete as per relevant standard specification for FOUNDATION as per clause No.111,112,304 of MORT&H Vth rev
-
-
-
Road D - Single cell Box Culvert at Km 0/6
133
-
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
-
-
-
Road D - Single cell Box Culvert at Km 0/6
5
-
5492
Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 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 Footing and STEM OF WING WALLS as per clause No.1000, 1500, 1700, 2100,2200 of MORT&H Vth rev
-
-
-
Road D - Single cell Box Culvert at Km 0/6
72
-
7131
Vibrated Reinforced Cement Concrete M25 (Design mix) using 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 Walls and Top Slab of Box Culvert..as per clause No.1000, 1500, 1700, 2100,2200,2300 of MORT&H Vth rev
-
-
-
Road D - Single cell Box Culvert at Km 0/6
32
-
10896
Vibrated Cement Concrete of Grade M-20, Nominal Mix 1:1.5:3 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 Parapet over Culvert as per clause No.1000, 1500, 1700, 2200,2300 of MORT&H Vth rev
-
-
-
Road D - Single cell Box Culvert at Km 0/6
2
-
10134
Supply and Fabrication of Fe-500 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 overlaping to the required length wherever 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 D - Single cell Box Culvert at Km 0/6
2.2
-
93230
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 Top slab of Box culvert. as per clause No.1000,1500,1700,2702 of MORT&H Vth rev
-
-
-
Road D - Single cell Box Culvert at Km 0/6
18
-
662.8
Back Filling the exavated area of wing walls of Box culvert with gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers including watering, with all leads for water and all other incidental charges etc. complete As per 1000 of MORT&H Vth rev
-
-
-
Road D - Single cell Box Culvert at Km 0/6
16
-
309
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 clause No.2706 of MORT&H Vth rev
-
-
-
Road D - Single cell Box Culvert at Km 0/6
16
-
177.5
SUB ESTIMATE : 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.111,112,304 for Cut off wall
-
-
-
Road D - CC Pavement at km 0/2
99
-
132
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 C.C Pavement as per clause 401 (Specification no.111,112,401,900)
-
-
-
Road D - CC Pavement at km 0/2
276.38
-
1450.86
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 including cement at site, including cost of 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 Cut off wall (Specification no.1000,1500,1700,2200,2300of MORT &H Vth rev)
-
-
-
Road D - CC Pavement at km 0/2
165
-
9086
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, concrete strength not to be less than 10 Mpa at 7 days, mixed at site, compacted using vibrator, finishing and curing. as per clause 601 MORT& HVth revision
-
-
-
Road D - CC Pavement at km 0/2
276.38
-
4420.63
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 602 of MORT&H specification (V Revision)
-
-
-
Road D - CC Pavement at km 0/2
515.63
-
7221
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 602 of MORT&H specification (V Revision).
-
-
-
Road D - CC Pavement at km 0/2
115
-
100
SUB ESTIMATE :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 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 Retaining wallas per clause No.111,112, 304 of MORT&H vth rev
-
-
-
Road D: At km 0/4 - 0/6
195
-
241
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 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 of Retaining wall as per clause No.1000, 1500, 1700, 2100,2200 of MORT&H vth rev.
-
-
-
Road D: At km 0/4 - 0/6
129
-
6478
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 including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for Stem of Retaining wall as per clause No.1000, 1500, 1700, 2200 of MORT&H Vth rev
-
-
-
Road D: At km 0/4 - 0/6
128
-
8272
Providing and fixing PVC seepage pipes of 110mm 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 clause No.2706 of MORT&H Vth rev
-
-
-
Road D: At km 0/4 - 0/6
98
-
177.5
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 including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, Working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for broken parapet over retaining wall as per clause no.1000, 1500, 1700, 2200,2300 of MORT&H vth rev
-
-
-
Road D: At km 0/4 - 0/6
13.5
-
10317
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
-
42629755.96
GST 18% for above SubTotal Amount
1
-
7673356.07
Total in Figures (SubTotal + GST)
-
-
-
Evaluation Notes How It Works ?
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