The Himachal Pradesh State Industrial Development Corporation Limited Tender
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The Himachal Pradesh State Industrial Development Corporation Limited - HPSIDC Tender
Civil And Construction
Eprocure
Opening Date16 Jul 2018
Closing Date6 Aug 2018
Tender Amount₹ 77,14,331
Costs
EMD
₹ 1,74,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_SIDC_22322_1Bid Award Id
ViewTender No
Job No. 5Tender Authority
The Himachal Pradesh State Industrial Development Corporation Limited ViewPurchaser Address
-Website
http://hptenders.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
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Providing and applying tack coat with bittumen emulsion(RS-I)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of :- (i) 0.20 to 0.25kg /sqm.
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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, transported to site upto a lead of 1000 mtr. Laid over a previously prepared surface with paver finisher to required grade , level and alingment and rolled to achieve the desired compaction and as per technical specification clause 504. VG-10 @72.43 kg/cum.
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Providing and laying of hot mix bituminous concrete with batch type HMP producing an average output of 75 tonnes per hour using crushed agreegate of specify grading premixed with bituminous binder @ 5.5 % of mix with bitumen of grade VG-30 and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to thye required grade, level and allignmenmt, rolling with wheeled vibratory and tendom rollers to achieve the desired compaction as per specification clause no. 507 complete in all respect.
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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.
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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.
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Excavation in dumped stone or mulba in drain and chanel i/c stacking ofserviceable and un-serviceable material separetely and disposal of un-serviceable material lead upto 1.5 mtr. disposed material to be neatly dressed.
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Excavation in dumped stone or mulba i/c stacking of serviceable and un-serviceable material separetely and disposal of un-serviceable material lead upto 1.5 mtr. disposed material to be neatly dressed.
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Dressing the ground including cutting and filling upto 15 cm.Spade work.
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Providing and laying cement concrete 1:6:12(1cement: 6sand: 12graded stome aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth.
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Plain cement concrete M-10(1:3:6 nominal mix) in levelling course below open foundation of head walls as per drawing and specification clause 1109.I/c form work complete.
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Cement concrete flooring 1:2:4 (1cement:2sand:4grasded stone agg.20mm nominal size)lain in one layer finished with a floating coat of neat cement.50mm thick.
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C/o 3 Nos. culverts:- Excavation in foundation, trenches etc. in earth work in all kind of soil lifts upto 1.50 mtrs. Stacking the excavated soil not more than 3 mtrs. Clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinths sides of foundation etc. consolidating each deposited layer by ramming, watering and then disposing of all surplus excavated earth as directed upto all leads and lifts.
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Providing and laying cement concrete 1:4:8 (1cement: 4sand: 8graded stone aggregate 25mm nominal size) and curing complete excluding the cost of form work in foundation and plinth.
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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, shuttering strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling in all heights and removal of the same for in-situ reinforced concrete work and plain concrete work in: (a)Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pilasters buttresses, plinth and string courses and the like.
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d) Flat surfaces such as soffits of suspended floors, roofs, landing of the like floors etc. upto 200mm in thickness.
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Providing and laying cement concrete 1:3:6 (1cement: 3sand: 6graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinth.
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Providing & laying cement concrete work 1:1.5:3 (1cement: 1.5sand: 3graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in all hight. (a) c) Suspending floors roofs landing & shelves and their supports, balconies, beams, girders, bressumers and their cases (except spiral cantilever upto floor two level. (a) Suspending floors roofs landing & shelves and their supports, balconies, beams, girders, bressumers and cantilever upto floor two level.
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Providing tor steel reinforcement for RCC work including bending, binding and placing in postion complete in all heights.
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Excavation in earth work and filling in 15cm layers in foundation and plinths including ramming, watering and consolidating upto a lead of 2.00 Km and lift upto 1.50 mtrs spade work.
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Providing and laying interlocking concrete pavement having thickness 80mm as per drawing and tech. specification clause 1504.
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