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 Date24 Dec 2022
Closing Date20 Jan 2023
Tender Amount₹ 5,93,75,000
Costs
EMD
₹ 3,07,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2022_HWAY_274982_1Bid Award Id
ViewTender No
TN.No.16 /2022-2023 / SDO/Dated.09.12.2022Tender Authority
National Bank For Agriculture And Rural Development ViewPurchaser Address
-Website
http://tntenders.gov.in
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Documents
BOQ Items
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Picking the existing BT surface upto 50mm thick depth etc. complete as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and depositing the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed for the work and including all other incidental charges etc., complete as per MORTH Specification.
-
-
-
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(b) Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
2446.21
-
26.38
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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, 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 obstructins, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification FOR BOXING.
-
-
-
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(b) Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
8.3
-
148.75
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Construction of Granular Sub-base 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 of MORTH Specification for grading-V Material.
-
-
-
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(a) Upgradation of Thattaneri Village road Km 0/0-1/1.
513.6
-
2601.85
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(a).1) Provision for Paver Block for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
64.5
-
2601.85
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(b) Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
3.6
-
2650.25
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(b).1) Provision for Paver Block for the work of Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
6.8
-
2650.25
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(b).4) Construction Reconstruction of Single row Pipe Culvert at Km 0/2, 0/4, 0/6, 1/10 & 1/2 for the work of Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
4.1
-
2650.25
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Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam of required thickness specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to 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.
-
-
-
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(a) Upgradation of Thattaneri Village road Km 0/0-1/1.
856
-
3007.01
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(a).1) Provision for Paver Block for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
107.5
-
3007.01
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(b) Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
1648.5
-
3007.01
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(b).1) Provision for Paver Block for the work of Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
217.9
-
3007.01
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Providing and laying Prime Coat over 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.
-
-
-
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(a) Upgradation of Thattaneri Village road Km 0/0-1/1.
3424
-
92.92
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(b) Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
6593.7
-
92.9
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Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) 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 perClause 503 of MORTH Rev-5.
-
-
-
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(a) Upgradation of Thattaneri Village road Km 0/0-1/1.
3424
-
19.97
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(b) Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
6593.7
-
19.97
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Providing and laying Tack Coat over Dry lean cement concrete surface using 3.00 Kg of Bitumen Emulsion (RS1) 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 perClause 503 of MORTH Rev-5.
-
-
-
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(a) Upgradation of Thattaneri Village road Km 0/0-1/1.
47.2
-
22.72
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Providing and laying 50mm thick Consolidated thick Bituminous Macadam using 0.20 cum of 26.50-13.20mm 0.430cum of 13.20-2.36mm and 0.08 cum of 2.36mm & below 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 20-30 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 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 charges and fuel charges for 20-30t, CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plants required, including all other and incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5.
-
-
-
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(a) Upgradation of Thattaneri Village road Km 0/0-1/1.
171.2
-
10154.68
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(b) Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
329.7
-
10154.68
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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 2.36mm and below with 50.30 kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates 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 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10t Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t, CMP with bitumen boiler, tipper trucks, Paver finisher, Vibratory roller and all other tools and plants required, including all other and incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5.
-
-
-
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(a) Upgradation of Thattaneri Village road Km 0/0-1/1.
105.2
-
13053.5
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(b) Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
197.9
-
13053.5
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Providing and laying earth for making up berms using Carted earth with a lead of 5 Km including Labour charges for spreading, hire and fuel charges for all T & P employed etc., complete as directed by the departmental officers.
-
-
-
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(a) Upgradation of Thattaneri Village road Km 0/0-1/1.
850
-
335.3
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(b) Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
921
-
335.3
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Providing RCC M15 grade precast HM stone of standard design as per IRC 26 -1967 and fixing in position including painting and printing etc., complete (as per MORTH & H specification no 804).
-
-
-
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(a) Upgradation of Thattaneri Village road Km 0/0-1/1.
4
-
256
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(b) Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
8
-
256
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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 MORTH & H specification no 804).
-
-
-
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(b) Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
1
-
906
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Dismantling the existing Reinforced cement concrete in the existing slab culvert 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 FOR BOX CULVERT.
-
-
-
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(a).5) Construction of Box Culvert in lieu of existing slab culvert at Km 0/2 for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
3.6
-
8932
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Dismantling the existing RR Masonry in Cement Mortar in the existing culvert 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 FOR BOX CULVERT.
-
-
-
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(a).5) Construction of Box Culvert in lieu of existing slab culvert at Km 0/2 for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
13.5
-
341.6
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Earthwork excavation in all classes of soil except soft disintegrated rock and medium 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 KERB WALL OF PAVER BLOCK AND CEMENT CONCRETE DRAIN.
-
-
-
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(a).1) Provision for Paver Block for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
5.4
-
148.75
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(a).6) Construction of Cement Concrete Drain (Road Cum Drain) for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
134.9
-
148.75
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(a).6) Construction of Cement Concrete Drain (Road Cum Drain) for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
3.6
-
148.75
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(b).1) Provision for Paver Block for the work of Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
6.8
-
148.75
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(b).1) Provision for Paver Block for the work of Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
12.3
-
148.75
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(b).6) Construction of Cement Concrete Drain for the work of Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
204.6
-
148.75
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Plain Cement concrete grade M15 Nominal Mix 1:2:4 using 40mm size ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour 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, as per section 1500, 1700 & 2704 of MORT&H Specification (Fifth Revision) for KERB WALL OF PAVER BLOCK.
-
-
-
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(a).1) Provision for Paver Block for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
24.3
-
15247.85
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Vibrated Cement Concrete of grade M20 Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour 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 KERB WALL OF PAVER BLOCK.
-
-
-
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(b).1) Provision for Paver Block for the work of Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
77.4
-
13872.18
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Sand filling using M sand including cost and conveyance including labour charges for filling inlayers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete FOR PAVER BLOCK.
-
-
-
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(a).1) Provision for Paver Block for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
17.2
-
2481.56
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(b).1) Provision for Paver Block for the work of Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
34.9
-
2212.62
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Supplying and laying wet mix vibro compacted M 30 grade heavy duty road paver interlocking blocks with super embedded and skid texture design the international standard with zig lag design for higher interlocking capacity rate illusive of cost of materials transportation to the side from the factory including all labour charges for laying shifting compacting with power libratory and all taxes etc., complete as per standard specification FOR PAVER BLOCK.
-
-
-
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(a).1) Provision for Paver Block for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
430
-
1403.26
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(b).1) Provision for Paver Block for the work of Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
871.3
-
1374.21
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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 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 RETAINING WALL, PIPE CULVERT AND BOX CULVERT.
-
-
-
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(a).2) Construction of PCC Retaining wall for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
614.8
-
297.5
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(a).3) Construction of RCC Retaining wall for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
158.1
-
297.5
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(a).4) Construction of Single row Pipe Culvert at Km 0/4, 0/8 for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
123.4
-
297.5
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(a).5) Construction of Box Culvert in lieu of existing slab culvert at Km 0/2 for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
80.8
-
297.5
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(b).2) Construction of Retaining wall for the work of Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
213.8
-
297.5
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(b).3) Construction of Protective wall for the work of Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
8.8
-
297.5
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(b).4) Construction Reconstruction of Single row Pipe Culvert at Km 0/2, 0/4, 0/6, 1/10 & 1/2 for the work of Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
279
-
297.5
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Plain Cement concrete grade M20 Nominal Mix 1:1.5:3 using 40mm size ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour 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, as per section 1500, 1700 & 2704 of MORT&H Specification (Fifth Revision) for LEVELING COURSE OF RETAINING WALL AND PROTECTIVE WALL. (BELOW SILL).
-
-
-
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(a).2) Construction of PCC Retaining wall for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
137.9
-
8049.1
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(a).3) Construction of RCC Retaining wall for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
7.91
-
7159.04
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(b).2) Construction of Retaining wall for the work of Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
50
-
7704.71
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(b).3) Construction of Protective wall for the work of Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
8.8
-
7704.71
... More
(b).4) Construction Reconstruction of Single row Pipe Culvert at Km 0/2, 0/4, 0/6, 1/10 & 1/2 for the work of Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
34.4
-
7704.71
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Vibrated Cement Concrete of grade M20 Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour 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 FOOTINGS OF PIPE CULVERT AND WING WALL BOX CULVERT. (BELOW SILL).
-
-
-
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(a).4) Construction of Single row Pipe Culvert at Km 0/4, 0/8 for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
11.2
-
8049.1
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(a).5) Construction of Box Culvert in lieu of existing slab culvert at Km 0/2 for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
10.4
-
8049.1
... More
Vibrated Cement Concrete of grade M20 Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour 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 STEM OF RETAINING WALL AND WING WALL BOX CULVERT. (BELOW SILL).
-
-
-
... More
(a).2) Construction of PCC Retaining wall for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
301.6
-
9598.73
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(a).5) Construction of Box Culvert in lieu of existing slab culvert at Km 0/2 for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
15.6
-
9598.73
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(b).2) Construction of Retaining wall for the work of Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
107.4
-
9125.42
... More
Vibrated Cement Concrete of grade M20 Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour 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 STEM OF RETAINING WALL, PROTECTIVE WALL, BODY WALL OF PIPE CULVERT, WING WALL BOX CULVERT AND KERB WALL OF CC DRAIN. (ABOVE SILL).
-
-
-
... More
(a).2) Construction of PCC Retaining wall for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
252.3
-
11593.43
... More
(a).4) Construction of Single row Pipe Culvert at Km 0/4, 0/8 for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
36.7
-
11593.43
... More
(a).5) Construction of Box Culvert in lieu of existing slab culvert at Km 0/2 for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
27.4
-
11593.43
... More
(a).6) Construction of Cement Concrete Drain (Road Cum Drain) for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
16.2
-
11593.43
... More
(b).2) Construction of Retaining wall for the work of Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
93.2
-
10750.99
... More
(b).3) Construction of Protective wall for the work of Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
20
-
10750.99
... More
(b).4) Construction Reconstruction of Single row Pipe Culvert at Km 0/2, 0/4, 0/6, 1/10 & 1/2 for the work of Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
144.7
-
10750.99
... More
Vibrated Reinforced cement concrete of grade M30 (design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel including cost of form work, labour charges for mixing, transporting, laying, curing concrete, potable water, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for Approach Slab as per section 1500, 1700 & 2704 of MORT&H Specifications (Fifth Revision) for FOOTING OF RETAINING WALL. (BELOW SILL).
-
-
-
... More
(a).3) Construction of RCC Retaining wall for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
94.5
-
11524.88
... More
Vibrated Reinforced cement concrete of grade M30 (design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel including cost of form work, labour charges for mixing, transporting, laying, curing concrete, potable water, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for Approach Slab as per section 1500, 1700 & 2704 of MORT&H Specifications (Fifth Revision) for STEM OF RETAINING WALL. (ABOVE SILL).
-
-
-
... More
(a).3) Construction of RCC Retaining wall for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
58.1
-
14794.82
... More
Vibrated Cement Concrete M15 grade Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at sitel including 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 as per standard specification, FOR PARAPET OF RETAINING WALL, PIPE CULVERT AND BOX CULVERT.
-
-
-
... More
(a).2) Construction of PCC Retaining wall for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
19.1
-
13278.47
... More
(a).3) Construction of RCC Retaining wall for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
2.5
-
13278.47
... More
(a).4) Construction of Single row Pipe Culvert at Km 0/4, 0/8 for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
2.5
-
13278.47
... More
(a).5) Construction of Box Culvert in lieu of existing slab culvert at Km 0/2 for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
1.9
-
13278.47
... More
(b).2) Construction of Retaining wall for the work of Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
5.7
-
12787.6
... More
(b).4) Construction Reconstruction of Single row Pipe Culvert at Km 0/2, 0/4, 0/6, 1/10 & 1/2 for the work of Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
7.3
-
12787.6
... More
Refilling behind Protective wall with Carted earth including conveyance of all materials to work site, including labour charges for filling in layers compacting by power roller under optimum moisture content to get maximum density of layers including all incidental charges etc, complete for forming embankment FOR RETAINING WALL AND BOX CULVERT. (Labour Charges only).
-
-
-
... More
(a).2) Construction of PCC Retaining wall for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
652.6
-
62.12
... More
(a).5) Construction of Box Culvert in lieu of existing slab culvert at Km 0/2 for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
55.3
-
62.12
... More
(b).2) Construction of Retaining wall for the work of Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
258.7
-
62.12
... More
Filling behind Retaining wall with excavated earth including cost and conveyance of earth to worksite, laying, handling charges and filling in layers including compacting with power roller to get the maximum density including watering and all other incidental charges etc, complete for RETAINING WALL AND PIPE CULVERT.
-
-
-
... More
(a).3) Construction of RCC Retaining wall for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
183.1
-
310.06
... More
(a).4) Construction of Single row Pipe Culvert at Km 0/4, 0/8 for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
19.3
-
310.06
... More
(b).4) Construction Reconstruction of Single row Pipe Culvert at Km 0/2, 0/4, 0/6, 1/10 & 1/2 for the work of Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
77.2
-
310.06
... More
Providing and fixing PVC seepage pipes of 100mm dia. PVC pipes of requied lengths 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 ganite chips at the periphery and labour charges for fixing, etc., to drain of the backfill in between the RETAINING WALL AND BOX CULVERT.
-
-
-
... More
(a).2) Construction of PCC Retaining wall for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
319.14
-
177.5
... More
(a).3) Construction of RCC Retaining wall for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
56.3
-
177.5
... More
(a).5) Construction of Box Culvert in lieu of existing slab culvert at Km 0/2 for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
6.83
-
177.5
... More
(b).2) Construction of Retaining wall for the work of Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
57.36
-
177.5
... More
(b).3) Construction of Protective wall for the work of Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
8
-
177.5
... More
Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MOST's (Roads Wing) specifications for Roads and Bridges " Fifth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete FOR RETAINING WALL.
-
-
-
... More
(a).3) Construction of RCC Retaining wall for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
30.6
-
2165.29
... More
Supply and fabrication of Fe-500D grade Steel required for all RCC items of works involved in the schedule cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary and providing to the reinforcement 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 section 1600 of MORT&H Specifications (Fifth Revision) for RETAINING WALL AND BOX CULVERT.
-
-
-
... More
(a).3) Construction of RCC Retaining wall for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
6
-
104730
... More
(a).5) Construction of Box Culvert in lieu of existing slab culvert at Km 0/2 for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
1.87
-
104730
... More
Plain Cement concrete grade M15 Nominal Mix 1:2:4 using 40mm size ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour 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, as per section 1500, 1700 & 2704 of MORT&H Specification (Fifth Revision) for BASE COURSE OF BOX CULVERT AND CEMENT CONCRETE DRAIN.
-
-
-
... More
(a).5) Construction of Box Culvert in lieu of existing slab culvert at Km 0/2 for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
4.3
-
7842.51
... More
(a).6) Construction of Cement Concrete Drain (Road Cum Drain) for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
269.8
-
7842.51
... More
(b).6) Construction of Cement Concrete Drain for the work of Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
409.2
-
7492.39
... More
Vibrated Reinforced cement concrete of grade M25 (design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel including cost of form work, labour charges for mixing, transporting, laying, curing concrete, potable water, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for Approach Slab as per section 1500, 1700 & 2704 of MORT&H Specifications (Fifth Revision) for BASE SLAB, SIDE AND TOP SLAB OF BOX CULVERT.
-
-
-
... More
(a).5) Construction of Box Culvert in lieu of existing slab culvert at Km 0/2 for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
27.4
-
12275.37
... More
Supply, Hoisting and fixing of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458/ 1989 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete FOR PIPE CULVERT.
-
-
-
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(a).4) Construction of Single row Pipe Culvert at Km 0/4, 0/8 for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
22.5
-
4130
... More
(b).4) Construction Reconstruction of Single row Pipe Culvert at Km 0/2, 0/4, 0/6, 1/10 & 1/2 for the work of Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
60
-
4130
... More
Plain Cement Concrete of grade M20 Nominal Mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour 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 WEARING COAT OF CC DRAIN.
-
-
-
... More
(a).6) Construction of Cement Concrete Drain (Road Cum Drain) for the work of Upgradation of Thattaneri Village road Km 0/0-1/1.
134.9
-
8518.93
... More
(b).6) Construction of Cement Concrete Drain for the work of Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
222.6
-
8167.75
... More
Plain Cement Concrete of grade M30 Design mix 1:1.2:2.4 using 20mm ISS HBG metal including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel and including cost of formwork, soft water, labour 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 WEARING COAT OVER EXISTING RCC ROAD.
-
-
-
... More
(b).5) Provision for Wearing coat over existing damaged CC Road for the work of Upgradation of Dheenatty to Masakal road Km 0/0-2/2.
410
-
834.93
... More
Calculation of SubTotal, GST and Total carried out by system automatically
-
-
-
... More
Sub Total Amount for above all items (excluding GST)
1
-
50314166.87
... More
GST 18% for above SubTotal Amount
1
-
9056550.04
... More
Total in Figures (SubTotal + GST)
-
-
-
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