The Himachal Pradesh State Industrial Development Corporation Limited Tender

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The Himachal Pradesh State Industrial Development Corporation Limited - HPSIDC Tender

Works
Eprocure
Opening Date5 Feb 2019
Closing Date18 Feb 2019
Tender Amount₹ 37,62,372 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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Excavation in earthwork and filling in 15 cm layers i/c ramming, consolidation, compaction complete in all respect in all leads and lift.

799.69

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Providing and laying reinforced cement concrete 1:3:6 (1cement:3sand:6graded stone agregate 20mm nominal size ) and curring complete for plain concrete in open foundationincluding cost of form work as per drawing and specifications.

338.58

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Providing and laying kerb stone /edge blocks 30x30x15 cm with cement M-30 concrete 1:1.5:3(1cement:1.5sand:3graded stone 20 mm nominal size) by weight cement and not less then 400 Kg/Cum and jointing with cement mortar 1:4(1cement:4sand) complete in all respect. As per clause NO. 1504.7 of MORD 2014 specification.

810

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Providing and laying interlocking concrete paver/ block pavement of 60 mm thickness M-30 Mix as per drawing and technical specification clause 1504 of MORD & SP-63-2018 i/c bedding sand 25mm thick.

1215

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Providing weapholes in brick masonry / stone masonry / plain reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC pipe 4.5 kg/sqm pressure extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specificatin clauses 614, 709, 1204.3.7 including carriage of material within all leads and lifts.

486

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Providing , laying, spreading and compacting stone aggregates of specific sizes to wet mix macadam specification including spreading in uniform thickness with paver machine, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading as per Technical specification clause 406 of MORTH/ MORD & 1504.9 within all leads and lifts for left out work.

376.65

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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared grannular surface i/c cleaning of road surface and spraying of primer at the rate of: 0.70 to 1.00 Kg/sqm. Clause 502 MORTH/ MORD for leftout work.

486

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Providing and applying Tack coat with bitumen emulsion (RS-1) on prepared grannular surface i/c cleaning of road surface and spraying of primer at the rate of: 0.20 to 0.25 Kg/sqm. Clause 503 MORD/MORTH for leftout work.

972

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Providing and laying bituminous macadam with hot mix plant using crushed aggregate of grading as per table 500.4 premixed with bituminous binder VG-30 @ 3.4% by Mass of total mix, transported to site upto all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per clause-504 (Bitumen VG-30) @ 3.4% by mass of mix for leftout work.

24.3

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Providing and laying bituminous concrete with batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregate of specific grading premixed with bitumen binder minimum 5.4% (by mass of total mix) of mix with bitumen of grade VG-30 and filler, transporting the hot mix to work site and laying with the hydrostatic paver with sesor control to required grade , level and alingment and rolled with the wheeled vibratory and tendeom rollers to achieve the desired compaction and as per technical specification clause 507 complete in all respect.

14.58

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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectrorishing glass beads @ 250gm./sqm thickness of 2.50mm each exclusive of surface applied glass beads as per IRC 35. the finished surface to be levelled uniform and free from stick and holes. As per clause -803

243

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Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling holed 30mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS: 873 (Part 4) 1973. Clause-804

810

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