The Himachal Pradesh State Industrial Development Corporation Limited Tender
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The Himachal Pradesh State Industrial Development Corporation Limited - HPSIDC Tender
Water Storage And Supply
Eprocure
Opening Date7 Jun 2019
Closing Date10 Jun 2019
Tender Amount₹ 10,36,978
Costs
EMD
₹ 19,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_SIDC_29088_1Bid Award Id
ViewTender No
Job No. 3Tender Authority
The Himachal Pradesh State Industrial Development Corporation Limited ViewPurchaser Address
-Website
http://hptenders.gov.in
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Documents
BOQ Items
Providing form work with steel plates 3.15mm.thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centring, shuutering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete & plain concrete work including carriage of material with in all leads and lifts in: (a) Foundation, footings basis of columns etc.and mass concrete.
46.52
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Vertical surfaces such aswalls (any thickness)partitions and the likeincluding attached pillastersbuttresses, plinth and stringcourses and the like.
274.6
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Edges of slabs and breaks in floors and walls
44.6
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-
Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) excluding cost of centring and shuttering in including carriage of material with in all leads and lifts :
7.76
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Providing and laying cement concrete 1:1.5:3 (1 cement : 1.5 Sand : 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work including carriage of material with in all leads and lifts. (a) Foundation footings bases of columns and thelike and mass concrete.
17.33
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Providing and laying cement concrete 1:1.5:3 (1 cement : 1.5 Sand : 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work including carriage of material with in all leads and lifts. (a) Wall (any thickness but not less than 0.1 m thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level upto all floor level including carriage of material with in all leads and lifts
32.82
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-
Suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto all floor level including carriage of material with in all leads and lifts
6.98
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-
Providing mild steel/Tor steel reinforcement for R.C.C. work: including bending, binding and placing in position complete upto all floor level
9140.8
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-
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality. H D- 20. Circular shape 560 mm internal diameter including carriage of material with in all leads and lifts
6
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Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in- charge, upto 90 metre depth below ground level. All types of soil--400 mm dia
80
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-
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia
80
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-
Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge
8
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Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge.
10
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Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge.
8
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-
Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm dia
2
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Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over allminimum length 263 mm and width as 165 mm with minimum 112 mmspace between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
44
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Providing and fixing Division Plate for Urinals 600mm x 300. Vitreous China including carriage of material within all leads and lifts.
-
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