National Bank For Agriculture And Rural Development Tender
... More
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National Bank For Agriculture And Rural Development - NABARD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date26 Dec 2022
Closing Date25 Jan 2023
Tender Amount₹ 5,18,11,000
Costs
EMD
₹ 2,69,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_HWAY_275147_1Bid Award Id
ViewTender No
13 / 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
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Vibrated Reinforced Cement concrete in M25 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete for Approach slab as per MORTH Rev. V Specification No. 1000,1500,1700,2200,2300
-
-
-
... More
Road A @ Km 1/2 L/S
20.5
-
5194
... More
Road A
1140
-
1890.22
... More
GST 18% for above SubTotal Amount
1
-
7903239.09
... More
Dismandling the existing RCC concrete in the existing damaged Slab culvert and clearing aways from the work site and carefully stacking the usefull material for reuse on the road side departmental officer including all labour and incidental charges etc.,complete (Specification No.111,112,202.)
-
-
-
... More
Road B @Km 1/0 (Reconstruction)
54
-
8217
... More
SUB ESTIMATE - Construction of RCC Side Drain R/S of Km 1/245- 1/364 With Cover Slab Earthwork Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their sub sequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, back filling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Drain as per MORTH No. 111, 112, 304.
-
-
-
... More
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 MORT&H Rev.V 111,112,401,900)
-
-
-
... More
Road B
1.08
-
11805
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Filling with Quarry fine behind outer wall including cost and conveyance of all materials to site form any apporoved source materials to site form any approved source satisfying the standard and specifications, and all labour charges for filling in layers tamping working in all heights including all other incidental charges such as bailing out water if necessary forming protective bounds etc. complete for behind outer wall as per MORTH Rev. V Specification No.1000
-
-
-
... More
Road A @ Km 1/2 L/S
149
-
12422
... More
Road B @Km 0/2 (Reconstruction)
40
-
11196
... More
Road B @Km 1/0 (Reconstruction)
17
-
366
... More
Road A
960
-
5.15
... More
Road A @Km 1/4 (Reconstruction)
17
-
361
... More
Road B @Km 1/0 (Reconstruction)
14
-
5889
... More
Vibrated Cement Concrete M20 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including all other incidental charges etc for Retaining wall and Parapet Wall as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
... More
Road B
2035
-
2270.16
... More
Road B
407
-
9060.8
... More
Road A @Km 1/4 (Reconstruction)
8
-
177.5
... More
Road A @ Km 1/2 R/S
324
-
135
... More
Road A
271
-
11869.43
... More
Providing and fixing PVC Seepage Pipes of 100mm dia at 1.0m c/c staggered of required lengths for abutments and return walls including cost and conveyance of all materials to work site and labour charges for fixing etc, complete to drain of the backfill as per MORTH Rev. V Specification No.2706
-
-
-
... More
Road B @Km 0/2 (Reconstruction)
78
-
692.2
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Plain Cement Concrete M15 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants etc. Complete for Levelling Course for Box Culvert as per MORTH Rev. V Specification No. 1000,1500,1700,2100,2200
-
-
-
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Road B @Km 0/2 & 1/0 (Reconstruction)
14
-
419
... More
Road B @Km 1/0 (Reconstruction)
40
-
11207
... More
Providing RCC M15 Grade Precast KM stone of standard design as per IRC 8-1980 and fixing in position including painting and Lettering ect., complete (as per MORTH SPECIFICATION No.805)
-
-
-
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Plain Cement concrete in M10 CC 1:3:6 using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for Levelling course as per MORTH No. 304 Rev.V
-
-
-
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Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs 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 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory 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 MORT&H Rev.V 111,112,507,900)
-
-
-
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Road A
2254
-
2270.16
... More
Road B
1184
-
160.88
... More
Road A @Km 1/4 (Reconstruction)
132
-
263
... More
Road B @Km 1/0 (Reconstruction)
4.1
-
93230
... More
Road A @ Km 1/2 R/S
20.5
-
5194
... More
Road B @Km 0/2 (Reconstruction)
14
-
479
... More
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 MORT&H Rev.V 111,112,401,900)
-
-
-
... More
Road B @Km 0/2 (Reconstruction)
8
-
177.5
... More
Road A
5
-
256
... More
Road A @Km 0/4 (Reconstruction)
38
-
8290
... More
Sub Total Amount for above all items (excluding GST)
1
-
43906883.82
... More
Road A @Km 0/4 (Reconstruction)
17
-
355
... More
Road B
634
-
106.25
... More
Road B
8139
-
77.67
... More
Road A @ Km 1/2 R/S
149
-
12422
... More
SUB ESTIMATE - Reconstruction of single CELL Box Culvert of( 2.00x2.00) Dismantling the the existing Plain Cement concrete in the existing causeway / bridge 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.(Specification No.111,112,202.)
-
-
-
... More
Road B @Km 0/2 (Reconstruction)
171
-
263
... More
Road A @Km 0/4 (Reconstruction)
8
-
177.5
... More
Road B
245
-
11869.43
... More
Road A @Km 1/4 (Reconstruction)
8
-
479
... More
Road A @ Km 1/2 R/S
6
-
177.5
... More
Road B @Km 0/2 & 1/0 (Reconstruction)
6
-
6380
... More
Road B @Km 0/2 (Reconstruction)
54
-
8206
... More
Road A @Km 0/4 (Reconstruction)
2.65
-
93230
... More
Road A @Km 0/4 & 1/4 (Reconstruction)
6
-
6380
... More
Supply and fabrication fo Fe -500D steel all RCC items of works involved in the schedule, including cost of steel at site and cost of fabraction labour charges for cleaning the roads straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary and placing the reinforcement in positions as specified in the drawings inclduing 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.
-
-
-
... More
Road A
451
-
9060.8
... More
Earthwork excavation in all classes of soil except soft rock not requiring blasting and 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 our 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 (Specification No.111,112,304.)
-
-
-
... More
Vibrated Reinforced Cement concrete in M25 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete for Base slab Side wall & Deck slab of CELL BOX as per MORTH Rev. V Specification No. 1000,1500,1700,2200,2300
-
-
-
... More
Road B @Km 1/0 (Reconstruction)
18
-
8571
... More
Road A @ Km 1/2 L/S
6
-
177.5
... More
Road A @ Km 1/2 R/S
10.5
-
93230
... More
Road B @Km 0/2 (Reconstruction)
14
-
5878
... More
Road A
9018
-
77.67
... More
Road B
8139
-
18.4
... More
Vibrated Reinforced cement concrete of grade M25 using 20mm and below ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Drain. For Cover Slab as per MOClause 1000,1500, 1700 & 2200 of MORT & H specification
-
-
-
... More
Clearing Scrub 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. (Specification Number as per MORT&H Rev.V 201)
-
-
-
... More
Providing and fixing PVC Seepage Pipes of 100mm dia at 10m c/c staggered of required lengths for abutments and return walls including cost and conveyance of all materials to work site and labour charges for fixing etc, complete to drain of the backfill No.2706 of MORT&H Vth rev.
-
-
-
... More
Road B
384
-
1995.19
... More
Road A @Km 1/4 (Reconstruction)
6
-
5878
... More
Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen (SS1) per 10sqm for pre paratory 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 MORT&H Rev.V 111,112,502,900)
-
-
-
... More
Road B @Km 0/2 (Reconstruction)
18
-
8560
... More
Road A @Km 0/4 (Reconstruction)
132
-
263
... More
Road B
1006
-
1899.02
... More
Road B
4
-
256
... More
Providing RCC M15 Grade Precast HM stone of standard design as per IRC 8-1980 and fixing in position including painting and Lettering etc., complete (as per MORTH SPECIFICATION No.805)
-
-
-
... More
Road A @Km 0/4 & 1/4 (Reconstruction)
14
-
419
... More
Road B @Km 0/2 (Reconstruction)
17
-
361
... More
Carted earth with lead of 5 km including cost of Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up of low berms with conveyance. (Specification Number as per MORT&H Rev.V 304,305)
-
-
-
... More
Road A @Km 0/4 (Reconstruction)
40
-
11187
... More
Vibrated Reinforced cement concrete of grade M25 using 20mm and below ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Drain. For Cover Slab as per MOClause 1000,1500, 1700 & 2200 of MORT & H specification
-
-
-
... More
Road A @Km 1/4 (Reconstruction)
40
-
11198
... More
Road A
898
-
1986.39
... More
Road A @ Km 1/2 L/S
10.5
-
93230
... More
Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 (Specification Number as per MORT&H Rev.V 111,112,406,900)
-
-
-
... More
Road A
1.08
-
11805
... More
Total in Figures (SubTotal + GST)
-
-
-
... More
Supply and fabrication fo Fe -500D steel all RCC items of works involved in the schedule, including cost of steel at site and cost of fabraction labour charges for cleaning the roads straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary and placing the reinforcement in positions as specified in the drawings inclduing 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.
-
-
-
... More
Road A
1
-
906
... More
Road A @Km 0/4 (Reconstruction)
6
-
5866
... More
Supplying of fixing of 12mm thick Bitumenous pad for joints as directed by engineer-in-charge as per MORTH Rev. V Specification No.602
-
-
-
... More
Road A
9018
-
18.4
... More
Road A @Km 1/4 (Reconstruction)
22
-
692.2
... More
Road B @Km 1/0 (Reconstruction)
8
-
177.5
... More
Providing and laying Tack Coat over primed surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction overit including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,503,900)
-
-
-
... More
Road A @ Km 1/2 L/S
324
-
135
... More
Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton 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 sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 (Specification Number as per MORT&H Rev.V 111,112,504,900)
-
-
-
... More
Road A @Km 0/4 (Reconstruction)
22
-
691.3
... More
Road B @Km 0/2 (Reconstruction)
4.1
-
93230
... More
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 and Approach slab as per MORTH Rev. V Specification No.1000, 1500, 1700, 2702.
-
-
-
... More
Road B
1
-
906
... More
Road A @Km 0/4 (Reconstruction)
8
-
479
... More
Road B @Km 1/0 (Reconstruction)
14
-
479
... More
Road A
698
-
160.88
... More
Road A @Km 1/4 (Reconstruction)
2.65
-
93230
... More
Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification (Specification Number as per MORT&H Rev.V 111,112,304)
-
-
-
... More
Plain Cement concrete in M10 CC 1:3:6 using 40mm ISS HBG including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and incidental charges as baling out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevant standard specification for Levelling course as per MORTH No. 304 Rev.V
-
-
-
... More
SUB ESTIMATE - Construction of RCC Side Drain L/S of Km 1/245- 1/364 With Cover Slab Earthwork Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their sub sequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, back filling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Drain as per MORTH No. 111, 112, 304.
-
-
-
... More
Road B
1584
-
5.15
... More
Road A
795
-
106.25
... More
Providing and fixing PVC Seepage Pipes of 100mm dia at 10m c/c staggered of required lengths for abutments and return walls including cost and conveyance of all materials to work site and labour charges for fixing etc, complete to drain of the backfill No.2706 of MORT&H Vth rev.
-
-
-
... More
Road B @Km 1/0 (Reconstruction)
171
-
263
... More
Road B @Km 1/0 (Reconstruction)
78
-
693.1
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