National Bank For Agriculture And Rural Development Tender

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National Bank For Agriculture And Rural Development - NABARD Tender

Civil And Construction
Bridge Construction
Eprocure
Opening Date12 Mar 2022
Closing Date31 Mar 2022
Tender Amount₹ 3,06,00,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Plain cement concrete M10 Grade (Nominal mix 1:3:6) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for LEVELLING COURSE UNDER FOOTINGS as per MORT&H Vth Revision 1000, 1500, 1700, 2100

32

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5063

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Vibrated cement concrete M20 Grade (Nominal mix 1:1:.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for FOOTINGS OF ABUTMENT, PIERS & WINGS (Below Sill level) as per MORT&H Vth Revision 1000, 1500, 1700, 2100

780

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6308

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Vibrated cement concrete M20 Grade (Nominal mix 1:1:.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for SUBSTRUCTURE OF ABUTMENT, WINGS & PIER (Above Sill level) as per MORT&H Vth Revision 1000, 1500, 1700, 2100

360

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7814

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Vibrated Reinforced Cement Concrete M30 (Design Mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for BED BLOCK cum DIRT WALL OVER ABUTMENTS AND BED BLOCK OVER PIERS as per MORT&H Vth Revision 1500, 1600, 1700, 2200

19.11

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10309

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Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and returns including cost and conveyance of all materials to worksite, cost and labour for semisperical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., to drain of the backfill as per MORT&H Vth Revision 2700

90

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169.1

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Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite labour for fixing the same in correct position and all other incidental charges etc., complete. as per MORT&H 2600

63

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100

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Vibrated Reinforced Cement Concrete M30 (Design Mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for DECK SLAB & KERBS as per MORT&H Vth Revision 1500, 1600, 1700, 2300

284.1

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12094

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Providing filter media behind the abutments and wings using 53mm - 5.60mm metal to 600 mm thick and well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all other incidental charges in accordance with the technical specification and as directed by the departmental officers etc., complete. as per MORT&H Vth Revision 2504 Cl.710.1.4 & Appendix-6 of IRC: 78-2014

63.59

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1326

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Filling behind Abutments and Wings with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete as per Cl.710.1.4 & Appendix-6 of IRC: 78-2014

75

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298

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PROVIDING AND FIXING 20mm thick PVC EXPANSION JOINTS including cost and conveyance of expansion joints, Shalimar pad and joint sealants and fixing them in position etc., complete. as per MORT&H Vth Revision 2600

81.06

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580

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Supply and fabrication of Steel Grade Fe- 500 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 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 standard specification upto 16mm dia & Above 16mm dia as per MORT&H Vth Revision 1000, 1600

35.1

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83689

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Supply and fabrication of Steel Grade Fe- 240 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 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 standard specification upto 16mm dia & Above 16mm dia as per MORT&H Vth Revision 1000, 1600

2.9

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83689

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Vibrated cement concrete M15 Grade Nominal mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB as per MORT&H Vth Revision 1500, 1700, 2704

13.6

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6163

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Vibrated Reinforced Cement Concrete M30 (Design Mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for APPROACH SLAB as per MORT&H Vth Revision 1500, 1700, 2704

18.3

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8434

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Vibrated Cement Concrete M30 (Design mix) using HBG graded of size metal 20mm, 12mm & 6mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work cost of premoulded expansion joint and fixing the same in position and centering labour charges for compacting, curing, including all incidental charges etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab as per MORT&H Vth Revision 1500, 1600, 1700, 2702.2

432

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671.6

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Vibrated Reinforced Cement Concrete M40 (Design Mix) using HBG graded metal 20mm and 12mm ISS size including cost and conveyance of all materials to work site, but excluding cost and conveyance and fabrication of steel but including cost and labour charges for form work and centering labour charges for compacting, curing, including all incidental charges etc., complete for CRASH BARRIER OVER DECK SLAB 1500, 1600, 1700, 2703.3

28.8

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14519

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Vibrated cement concrete M20 Grade (Nominal mix 1:1.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for CRASH BARRIER TYPE PARAPET as per MORT & H Vth Revision 1000, 1500, 1700,1600, 2300

7

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9753

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PROVIDING AND FIXING OF GI DRAINAGE SPOUTS OF 100mm dia as per G.O.I drawing No.SD/205 with gratting arrangements at top as shown in the drawing using 12mm X 25mm flats for gratting arrangements and 100mm dia drainage spouts projecting atleast 300mm beyond the bottom of the deck slab including cost and conveyance of all materials to site and fixing them in position as directed by the departmental officers etc., complete as per MORT&H Vth Revision 2705

10

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2216

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Supply and fixing of High quality of PVC Duct pipes of 160 mm dia 4 Kg/cm2 including cost and conveyance of pipes to the sie and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges complete for providing utility services in footpaths.

230.4

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399.8

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DISMANTLING

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-

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Dismantling the existing Brick / Stone Masonry in cement Mortar under 3m height in the existing causeway / bridge ad clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officer including all labour and incidental charges etc., complete. as per MORT&H Vth Revision 111, 112, 202

197

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221.9

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Dismantaling the existing Plain Cement Concrete Structure and removal and disposing of resulting materials and back filling the resulting trenches and pits etc. or as directed by the departmental officer including all labour and incidental charges etc., complete. as per MORT&H Vth Revision 111, 112, 202

126

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381

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FORMATION OF APPROACH ROAD

-

-

-

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Collection and supply of carted earth with an average lead of 5 KM including excavation, removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer with 95% compaction for formation of embankment including cost of earth as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900

1614.7

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293.38

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Collection and supply of carted earth with an average lead of 5 KM including excavation, removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer with 97% compaction for formation of embankment including cost of earth as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900

1138.3

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337.83

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Providing and laying granular Sub-base as per table No.400-1/400-2 and Grading V of MORT&H Revision V with and any other Granular Material or a combination those of for required thick to give a CBR of 30 on prepared sub-grade in accordance with the requirements of the specification as per MORT&H Vth Revision 111, 112, 401, 900

141.6

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1694.5

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Providing and laying, spreading and compacting graded stone aggreegate to Wet mix macadam specification including pre-mixing the materials with water at OMC in base mix plant (pug mill ) carriage of mixed materials by tipper to site and laying in uniform layers in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORT&H Vth Revision 111, 112, 406, 900

236

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1907.49

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Providing and laying of Prime coat using Emulsion bitumen at the rate of 7Kg/10 Sqm. over the WMM surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 502, 900

944

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69.71

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Providing and laying of tack coat using Emulsion bitumen at the rate of 2.50 /10Sqm over the Prime coat surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 503, 900

944

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16.38

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Bituminous macadam of 50mm thickness which work shall consist of construction, in a single course of compacted crushed aggregates premixed with bituminous binder 60/70 grade bulk bitumen which will be procurred by the Contractor at the rate of 3.5 percent by weight of the total mix, to serve as base / binder couse, in accordance with the requirement of the specifications and in conformity with the drawing or as directed by the Engineer using approved CMP and paver finisher as per MORT& H Vth Revision 111, 112, 501, 504, 900

47.2

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8123.68

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Providing and laying 30mm thick compacted Bituminous Concrete which shall consist of construction of a single course binder / wearing course on a previously prepared bituminous base to the requirements of the specification using 60/70 Grade bitumen using approved CMP and paver finisher. as per MORT&H Vth Revision 111, 112, 501, 507, 509

28.4

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10524

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FORMATION OF DIVERSION ROAD

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-

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Collection and supply of carted earth with an average lead of 5 KM including excavation, removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with the specifications and the lines, grades and cross section shown in the drawings or as directed by the Engineer for formation of diversion road as per MORT&H Vth Revision 111, 112, 202, 301, 302, 303, 305, 900

1586

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198.63

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Supplying fixing and hoisting of NP3 Class 1000mm inner dia R.C.C Pipes to suit the respective diametre of pipes confirming to IS Specifications 458 to various diametre of pipes including cost of Pipes inclusive of all taxes, loading, unloading conveyance and delivery at road site as directed by the departmental officers, including all other incidental charges etc, complete for as per MORT&H Vth Revision 2900

23

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4034

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Providing and laying granular Sub-base as per table No.400-1/400-2 and Grading V of MORT&H Revision V with and any other Granular Material or a combination those of for required thick to give a CBR of 30 on prepared sub-grade in accordance with the requirements of the specification as per MORT&H Vth Revision 111, 112, 401, 900

90

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1694.5

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Providing and laying, spreading and compacting graded stone aggreegate to Wet mix macadam specification including pre-mixing the materials with water at OMC in base mix plant (pug mill ) carriage of mixed materials by tipper to site and laying in uniform layers in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MORT&H Vth Revision 111, 112, 406, 900

150

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1907.49

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Providing and laying of Prime coat using Emulsion bitumen at the rate of 7.00 Kg/10 Sqm. over the WMM surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 502, 900

600

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69.71

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Providing and laying of tack coat using Emulsion bitumen at the rate of 2.50 /10Sqm over the Prime coat surface preparatory to another bituminous construction over it as per MORT&H Vth Revision 111, 112, 501, 503, 900

600

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16.38

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Providing laying and rolling of Close graded premix carpet 20mm thick with a liquid seal coat Type’A’ which shall consist of open graded carpet of 20mm thickness in a single course composed of suitable small sized aggregates premixed with bituminous binder with a application of liquid seal coat for sealing the voids in a bituminous surface conforming to the specifications using 60/70 Bulk Bitumen (VG 30) as per MORT&H Vth Revision 111, 112, 501, 503, 900

600

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191.78

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CONSTRUCTION OF PCC RETAINING WALL

-

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-

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Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and 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 FOUNDATION OF RETAINING WALL as per MORT&H Vth Revision 304

405

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193.2

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Vibrated Cement concrete M20 Grade (Nominal Mix 1:1.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for BASE SLAB OF PCC RETAINING WALLS as per MORT&H 1000, 1500, 1700.

100.9

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5910

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Vibrated cement concrete M20 Grade Nominal mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for PCC RETAINING WALL as per MORT&H Vth Revision 1000, 1500, 1700, 2100

213

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6957.84

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Vibrated cement concrete M20 Grade Nominal mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for STEM OF RETAINING WALL (Above Sill Level) as per MORT&H Vth Revision 1000, 1500, 1700, 2100

382.6

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8304.21

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Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and returns including cost and conveyance of all materials to worksite, cost and labour for semisperical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., to drain of the backfill as per MORT&H Vth Revision 2700

432

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169.1

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CONSTRUCTION OF PCC PROTECTIVE WALL

-

-

-

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Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and 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 FOUNDATION OF RETAINING WALL as per MORT&H Vth Revision 304

110.4

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193.2

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Vibrated Cement concrete M20 Grade (Nominal Mix 1:1.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete as per relevant specification for BASE SLAB OF PCC RETAINING WALLS as per MORT&H 1000, 1500, 1700.

27.6

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5910

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Vibrated cement concrete M20 Grade Nominal mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for PCC RETAINING WALL as per MORT&H Vth Revision 1000, 1500, 1700, 2100

58.4

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6993

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Vibrated cement concrete M20 Grade Nominal mix 1:1.5:3 using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges, compacting, curing and all incidental charges etc., complete for STEM OF RETAINING WALL (Above Sill Level) as per MORT&H Vth Revision 1000, 1500, 1700, 2100

103.5

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8438

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Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and returns including cost and conveyance of all materials to worksite, cost and labour for semisperical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., to drain of the backfill as per MORT&H Vth Revision 2700

120

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169.1

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PAINTING THE BRIDGE

-

-

-

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Painting two coats with approved Cement Paint over the priming coat surface using fitst class cement paint over the cement plastered surface including cost and conveyance and all labour charges for cleaning preparing the surface painting and curing all etc., complete.

1690

-

181

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Painting two coats with ready mix plastic Emulsion paint using first quality plastic enamal paint over the priming coat surface over the cement plastered surface including all cost and conveyance and all labour charges for cleaning, preparing the surface, painting and curing etc.,

140

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207

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FOR RIVER TRAINING

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-

-

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Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal of all logs, stumps and 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 dressing the river bed for free flow of water as per MORT&H Vth Revision 304.

3125

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64.5

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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

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27310266.67

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GST 12% for above SubTotal Amount

1

-

3277232

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Total in Figures (SubTotal + GST)

-

-

-



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