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₹ 4,58,20,000
Costs
EMD
₹ 2,39,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_HWAY_275899_1Bid Award Id
ViewTender No
18 / 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 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)
12979
-
77.75
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)
12979
-
18.42
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)
649
-
10361.78
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)
390
-
11379.2
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)
6178
-
200.73
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)
14
-
256
Providing RCC M15 Grade Precast KM 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)
3
-
906
roviding and erecting of Direction and Place Identification Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 -09, specification and fixed over 2mm thickAluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H Specification No.801) (For sign having area more than 0.9sq.m) Type-IV
1.08
-
11805
SUB ESTIMATE - Box Culvert 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.202.111,112)
-
-
-
Single Cell 1.50mx1.50m - Km 0/2, 0/6
31.05
-
419
Single Cell 1.50mx1.50m - Km 0/10
15.53
-
419
Single Cell 2.00mx2.00m - Km 1/6, 1/8
36
-
419
Single Cell 2.00mx2.00m - Km 1/10
18
-
419
Single Cell 1.5mx1.5m - Km 2/2, 2/4
31.05
-
419
Two Cell 2.0mx2.0m - Km 2/6
18
-
419
Single Cell 2.0mx2.0m - Km 3/2
18
-
419
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.304,111, 112)
-
-
-
Single Cell 1.50mx1.50m - Km 0/2, 0/6
180.06
-
263
Single Cell 1.50mx1.50m - Km 0/10
90.03
-
263
Single Cell 2.00mx2.00m - Km 1/6, 1/8
289
-
263
Single Cell 2.00mx2.00m - Km 1/10
145
-
263
Single Cell 1.5mx1.5m - Km 2/2, 2/4
180.06
-
263
Two Cell 2.0mx2.0m - Km 2/6
179
-
263
Single Cell 2.0mx2.0m - Km 3/2
145
-
263
Plain Cement Concrete M15 grade (Nominal mix) 1:2:4 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
-
-
-
Single Cell 1.50mx1.50m - Km 0/2, 0/6
17.8
-
5554
Single Cell 1.50mx1.50m - Km 0/10
8.9
-
5570
Single Cell 2.00mx2.00m - Km 1/6, 1/8
22.22
-
5570
Single Cell 2.00mx2.00m - Km 1/10
11.12
-
5585
Single Cell 1.5mx1.5m - Km 2/2, 2/4
17.8
-
5585
Two Cell 2.0mx2.0m - Km 2/6
13.66
-
5585
Single Cell 2.0mx2.0m - Km 3/2
11.12
-
5601
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
-
-
-
Single Cell 1.50mx1.50m - Km 0/2, 0/6
33.9
-
11966
Single Cell 1.50mx1.50m - Km 0/10
17
-
11972
Single Cell 2.00mx2.00m - Km 1/6, 1/8
67.1
-
10909
Single Cell 2.00mx2.00m - Km 1/10
33.6
-
10925
Single Cell 1.5mx1.5m - Km 2/2, 2/4
33.9
-
11997
Two Cell 2.0mx2.0m - Km 2/6
58.5
-
10568
Single Cell 2.0mx2.0m - Km 3/2
33.6
-
10940
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
-
-
-
Single Cell 1.50mx1.50m - Km 0/2, 0/6
32.1
-
8237
Single Cell 1.50mx1.50m - Km 0/10
16.03
-
8252
Single Cell 2.00mx2.00m - Km 1/6, 1/8
32.1
-
8252
Single Cell 2.00mx2.00m - Km 1/10
16
-
8268
Single Cell 1.5mx1.5m - Km 2/2, 2/4
32.1
-
8268
Two Cell 2.0mx2.0m - Km 2/6
16
-
8268
Single Cell 2.0mx2.0m - Km 3/2
16
-
8283
Supply and fabrication of Tor steel grade Fe-500D steel required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and palcing the reinforcement in position as specified in the drawings including cost of binding wire, provision for spacing bars, cover blocks and all other incidental charges etc., complete as per per MORTH Rev. V specifications No.1600.
-
-
-
Single Cell 1.50mx1.50m - Km 0/2, 0/6
5.53
-
93230
Single Cell 1.50mx1.50m - Km 0/10
2.77
-
93230
Single Cell 2.00mx2.00m - Km 1/6, 1/8
6.8
-
93230
Single Cell 2.00mx2.00m - Km 1/10
3.4
-
93230
Single Cell 1.5mx1.5m - Km 2/2, 2/4
5.53
-
93230
Two Cell 2.0mx2.0m - Km 2/6
4.8
-
93230
Single Cell 2.0mx2.0m - Km 3/2
3.4
-
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 MORTH Rev. V Specification No.1000, 1500, 1700, 2702.
-
-
-
Single Cell 1.50mx1.50m - Km 0/2, 0/6
118.8
-
667.5
Single Cell 1.50mx1.50m - Km 0/10
59.4
-
668.7
Single Cell 2.00mx2.00m - Km 1/6, 1/8
126.8
-
668.7
Single Cell 2.00mx2.00m - Km 1/10
63.4
-
669.9
Single Cell 1.5mx1.5m - Km 2/2, 2/4
118.8
-
669.9
Two Cell 2.0mx2.0m - Km 2/6
79.5
-
669.9
Single Cell 2.0mx2.0m - Km 3/2
63.4
-
671.1
Vibrated Cement Concrete M20 grade (Nominal mix) 1:1.5:3 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 as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
Single Cell 1.50mx1.50m - Km 0/2, 0/6
20.4
-
5734
Single Cell 1.50mx1.50m - Km 0/10
10.2
-
5750
Single Cell 2.00mx2.00m - Km 1/6, 1/8
27.4
-
5750
Single Cell 2.00mx2.00m - Km 1/10
13.7
-
5765
Single Cell 1.5mx1.5m - Km 2/2, 2/4
20.4
-
5765
Two Cell 2.0mx2.0m - Km 2/6
15.1
-
5765
Single Cell 2.0mx2.0m - Km 3/2
13.7
-
5781
Vibrated Cement Concrete M20 grade (Nominal mix) 1:1.5:3 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 as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200,2300
-
-
-
Single Cell 1.50mx1.50m - Km 0/2, 0/6
70
-
8328
Single Cell 1.50mx1.50m - Km 0/10
35
-
8343
Single Cell 2.00mx2.00m - Km 1/6, 1/8
98.9
-
8062
Single Cell 2.00mx2.00m - Km 1/10
49.5
-
8077
Single Cell 1.5mx1.5m - Km 2/2, 2/4
70
-
8359
Two Cell 2.0mx2.0m - Km 2/6
51.6
-
7943
Single Cell 2.0mx2.0m - Km 3/2
49.5
-
8093
Filling with Quarry fine behind outer wall including cost and conveyance of all 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 baling out water if necessary forming protective bounds etc. complete for behind outer wall as per MORTH Specification No 1000. Rev .V
-
-
-
Single Cell 1.50mx1.50m - Km 0/2, 0/6
15.21
-
196
Single Cell 1.50mx1.50m - Km 0/10
7.61
-
204
Single Cell 2.00mx2.00m - Km 1/6, 1/8
21.5
-
204
Single Cell 2.00mx2.00m - Km 1/10
10.7
-
212
Single Cell 1.5mx1.5m - Km 2/2, 2/4
15.21
-
212
Two Cell 2.0mx2.0m - Km 2/6
10.7
-
212
Single Cell 2.0mx2.0m - Km 3/2
10.7
-
220
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
-
-
-
Single Cell 1.50mx1.50m - Km 0/2, 0/6
40
-
177.5
Single Cell 1.50mx1.50m - Km 0/10
20
-
177.5
Single Cell 2.00mx2.00m - Km 1/6, 1/8
40
-
177.5
Single Cell 2.00mx2.00m - Km 1/10
20
-
177.5
Single Cell 1.5mx1.5m - Km 2/2, 2/4
40
-
177.5
Two Cell 2.0mx2.0m - Km 2/6
20
-
177.5
Single Cell 2.0mx2.0m - Km 3/2
20
-
177.5
Formation with lead of 4 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 Diversion road with conveyance. (Specification Number as per MORT&H Rev.V 304,305)
326.3
-
200.73
Construction of Granular Sub-Base Grading -V of 150mm thick 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 for Making Diversion Road (Specification Number as per MORT&H Rev.V 111,112,401,900)
30
-
1436.44
PCC OPEN DRAIN : Km 2/6-3/2 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 DRAIN as per clause No.111, 112, 304 of MORT&H Vth rev.
361.2
-
135
Vibrated Cement concrete of Grade M-10, Nominal mix, 1:3:6, 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.
30.1
-
4902
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.
148.35
-
11284
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 DRAIN as per MORT&H Vth specification No.1600
1.9
-
93230
RCC DRAIN : Km.2/6-3/2
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 DRAIN as per clause No.111, 112, 304 of MORT&H Vth rev.
162
-
135
Vibrated Cement concrete of Grade M-15, Nominal mix, 1:2:4, 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.
11
-
5585
Vibrated Cement concrete of Grade M-25, 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.
68
-
12888
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 DRAIN as per MORT&H Vth specification No.1600
4.88
-
93230
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
Sub Total Amount for above all items (excluding GST)
1
-
38830464.84
GST 18% for above SubTotal Amount
1
-
6989483.67
Total in Figures (SubTotal + GST)
-
-
-
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