The Himachal Pradesh State Industrial Development Corporation Limited Tender
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The Himachal Pradesh State Industrial Development Corporation Limited - HPSIDC Tender
Eprocure
Opening Date13 Jun 2019
Closing Date27 Jun 2019
Tender Amount₹ 50,30,710
Costs
EMD
₹ 96,100Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Srmo Road Of Apparel Park-cum-industrial Area Katha, Tehsil Baddi Distt. Solan (hp) (sh- C/o R/wall, Parapets And Restoration Of Damaged Road).
Description
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Contact
Tender Id
2019_SIDC_29330_1Bid Award Id
ViewTender No
Job No.1Tender 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 30 x 30 x 5mm so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling upto all heights. And removal of the same for in-situ-reinforced concrete and plain conrete work in:- a)Vertical surface such as walls ( any thickness) partition and the like including attached pillasters, buttresses, plinth and string courses and like.
1994.33
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Providing and laying cement concrete 1:4:8 (1cement :4sand:8graded stone aggregate 25mm nominal size) with mechanical mixed and vibrated and curring complete excluding the cost of form work in foundation and plinth breast and retaining walls etc.
1485.57
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Providing weephole in brick masonry / stone masonry, plain / reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1 ( V ) : 20 ( H ) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
672
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Stone filling behind the retaining wall.
402
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Granular sub base/base/surface course with local materials( Table 400.13) by mix in place method normal construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surfaces mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achive the desired density complete as per clause 401.4 as per Technical Specification Clause 408. Using Gravel mix soil. Granular sub-base material grade-II.
7.2
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WET MIX Providing, laying, spreading and compacting stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (pug mill) carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth roller of 80-100 kN weight to achieve the density required including lighting, barricading and maintenance of diversion, etc. as per Tables 400.11 & 400.23 and Technical Specification Clause 406. By Mechanical Means with all leads.
12
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Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of WMM base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 K.g/sqm using machanical means as per Technical Specification Clause 502.
48
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Tack Coat :- Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the tate of 0.30 to 0.35 Kg per sqm on the preparted non-bituminus surfaces ( cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause 503.
96
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Bituminous concrete :- Providing and laying 50mm thick bituminous concrete with 100-120 TPH batch type hot mix plant providing an average output of 75 tonnes per hour crushed aggregates of grading premixed with bituminous binder, @ 5.40 to 5.60 % VG-10 by mass of total mix transporting the hot mix to working site laying with a hydrostatic paver finisher with sensor control to the required grade and alignment, rolling with smooth wheeled vibratory and tender roller to achive the desired compaction as per MORTH specification clause no. 507 complete inall respects. i/c fillar (cement) @ 2% of total weight of aggregate.
2.4
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Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered concrete surfaces as per drawing and Technical Specification Clause 1701
89.1
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