Bridge And Roof Company India Limited Tender

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Bridge And Roof Company India Limited Tender

Works

Civil And Construction

Eprocure

Koraput, Odisha

Opening Date30 Nov 2021

Closing Date20 Dec 2021

Tender Amount₹ 9,16,32,896

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Costs

EMD
Refer Documents
Document Cost
₹ 11,800
Tender Fee
Refer Documents

Summary

Civil And Structural Works For 5th Stream Alumina Plant Of Nalco At Damanjodi,orissa

Description

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Tender Id
2021_BandR_660461_1
Bid Award Id
View
Tender No
BandR/HO/51222/TD/EARTH WORK/01
Tender Authority
Bridge And Roof Company India Limited View
Purchaser Address
-
Website
http://eprocure.gov.in

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BOQ Items

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Item No: 1.02 All activities & scope same as in item 1.01 but for excavation below 2M and upto 4 M below existing ground level.

Quantity12448

Rate-

Amount 209.61

Item No: 1.03 All activities & scope same as per item 1.01 but for excavation below 4M and upto 6 M below existing ground level.

Quantity6379

Rate-

Amount 251.69

Item No: 1.04 All activities & scope same as per item 1.01 but for excavation beyond 6M depth below existing ground level.

Quantity2000

Rate-

Amount 294.53

Item No: 1.05 All specifications scope & activities same as for item no 1.01 but for excavation in SOFT-ROCK as defined in IS:1200 for soil classification and up to a depth of 2M below existing ground level.

Quantity34411

Rate-

Amount 403.92

Item No: 1.06 Extra over item No.1.05 for every 1 M depth of excavation below 2 M from existing ground level.

Quantity20647

Rate-

Amount 42.84

Item No: 1.07 Excavation in Hard Rock as defined in IS:1200 for soil classification, including all tools and tackles required for removal of rock by control blasting using appropriate blasting materials, safety precautions and under supervision of Licenced blaster and due permission from local statutory authorities including removal of broken pieces, stacking the same in measurable stacks, and disposal of the same as directed within 1 KM of the nearest edge of excavation, all supervision other incidental expenses, and depths of 2 M below existing ground level all work as per Technical Specification Sec No.1.

Quantity14196

Rate-

Amount 556.92

Item No: 1.08 Extra over item no 1.07 for excavation at every 1 M below 2 M from existing ground level.

Quantity12466

Rate-

Amount 42.84

Item No: 1.09 Excavation in hard rock or boulders by pneumatic chiselling or by diamond rope cutting / chemical method or any other suitable method(s) but not blasting, stacking the same in measurable stacks, and disposal of the same as directed within 1 KM of the nearest edge of excavation, all supervision overhead/ profit other incidental expenses, and depths of 2 M below existing ground level all work as per Technical Specification Sec No.1.

Quantity39338

Rate-

Amount 858.33

Item No: 1.10 Extra over item no 1.09 for every 1 M excavation of rock below 2 M from GL.

Quantity49022

Rate-

Amount 42.84

Item No: 1.11 Backfilling in with earth borrowed from outside by the contractor including supply of material, all transport, fill in 300 mm layers, compacting at Optimum Moisture Content including royalty, watering, transport, machinery, tools/ tackles etc. all as per Technical Specification Sec-1.

Quantity10228

Rate-

Amount 323.6

Item No: 1.12 Providing and filling in plinth with selected excavated surplus earth and compatible soil within a lead of 5km in 300 mm layer, compacting at Optimum Moisture Content including watering, transport, machinery, tools/ tackles etc. all as per technical spec. in Sec-1.

Quantity4000

Rate-

Amount 148.41

Item No: 1.14 Providing and laying 230 mm thick selected rubble soling under floors, foundation, and in other areas including filling the interstices with selected (approved) earth / murrum / downgraded metal and mechanical compaction by 8 / 10T roller to required level and grades all as per Sec-1 of technical specifications.

Quantity4545

Rate-

Amount 395.74

Item No: 1.16 Providing and filling washed, clean and screened gravel / stone agreegate of nominal size 75 mm to 40 mm down grade to required level and grades in trenches, pits etc. complete as per the direction of engineer-in-charge

Quantity50

Rate-

Amount 1439.73

Item No: 1.17 Filling around pipes / cables laid in the trenches with very fine river sand free from pebbles, vegetations, shrubs, debris, passing through sieve of 200 microns including compaction all complete as per drawing, specifications and as per the direction of Engineer-in-Charge.

Quantity35

Rate-

Amount 1538.42

Item No: 1.17a Filling in Foundations, pits, trenches with selected sand in layers including hydraulic compaction as per sect. 1 of technical Spec.

Quantity200

Rate-

Amount 1552.95

Item No: 1.18 Transporting the excavated material of ordinary soil, soft rock or hard rock as available from clause nos. 1.01 to 1.10 beyond 1KM and upto 2 km for the purpose of stacking or filling.

Quantity130726

Rate-

Amount 22.19

Item No: 1.18a Transporting the excavated material of ordinary soil, soft rock or hard rock as available from clause nos. 1.01 to 1.10 beyond 2KM and upto 3 km for the purpose of stacking or filling.

Quantity12840

Rate-

Amount 42.84

Item No: 1.18b Transporting the excavated material of ordinary soil, soft rock or hard rock as available from clause nos. 1.01 to 1.10 beyond 3KM and upto 5 km for the purpose of stacking or filling.

Quantity14340

Rate-

Amount 82.62

Item No: 1.18c Transporting the excavated material of ordinary soil, soft rock or hard rock as available from clause nos. 1.01 to 1.10 beyond 5KM and upto 7 km for the purpose of stacking or filling.

Quantity14340

Rate-

Amount 118.58

Item No: 1.18d Transporting the excavated material of ordinary soil, soft rock or hard rock as available from clause nos. 1.01 to 1.10 beyond 7KM and upto 10 km for the purpose of stacking or filling.

Quantity927

Rate-

Amount 171.36

Item No: 1.19 Preparing, dressing up and making side slopes of graded plots at the interface of higher level plot and lower level plot, and covering the same with 230mm thick. dry stone pitching in specified slopes with the excavated rubble.

Quantity50

Rate-

Amount 837.68

Item No: 1.21 Excavation in ordinary soil or filled up material for forming the subbase for receiving the road soling and compacting the sub base at Optimum Moisture content (O.M.C.) with 8 to 10 T roller, to proper grade and camber and elevation including all labour, supervision, plant/equipment, disposal of earth into road embankment or otherwise as directed etc. complete as per drawings for BOX CUTTING USING MECHANICAL EQUIPMENTS.

Quantity400

Rate-

Amount 293.76

TOTAL ESTIMATED VALUE OF WORK AGAINST SL NOs : 1.0 TO 25.0 ABOVE INCLUDING ALL TAXES & DUTIES, ROYALTIES, CESS, ENVIORMENTAL & POLLUTION, FITNESS & SAFETY CLEARANCE CHARGES ( IF ANY ) OR ANY OTHER INCIDENTAL CHARGES ETC BUT EXCLUDING GST.

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[ NOTE: Construction Power & Water, Cement, Reinforcement Steel, RMC, Land for Office, Godown, Labour hutment etc. inside and / or out side of Project premises as applicable, all tools, plants, materials, equipment & man power are in the scope of the Bidder within their quoted rate for the above work as per the relevant clauses of Tender document.]

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