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 Date7 Jun 2019
Closing Date20 Jun 2019
Tender Amount₹ 46,55,316
Costs
EMD
₹ 91,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_SIDC_29089_1Bid Award Id
ViewTender No
Job No. 4Tender Authority
The Himachal Pradesh State Industrial Development Corporation Limited ViewPurchaser Address
-Website
http://hptenders.gov.in
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Documents
BOQ Items
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.
240.1
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Providing & 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 0.70-1.00 K.g/sqm using machanical means as per Technical Specification Clause 502
2401.04
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TACK COAT:-Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.25 to 0.30 Kg per Sqm. on the prepared non-bituminous surface(cement concrete pavement) cleaned with Hydraulic broom as per Technical Specification Clause-500.7
4802.08
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BITUMINOUS MACADAM:- Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto all lead 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 MORD Specification Clause-504. by mechanical means VG-30 @3.3% to 3.5 % by mass of total mix.
120.05
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Providing & laying 30mm thick bitumenous concrete with 60-90 TPH batch mix plant producing an average output of 75 tonnes/ hour crushed aggegates of specified grading premixed with bitumenous binder @ 5.40 - 5.60 % VG-30 by mass of total mix transporting the hot mix to wok site laying with a hydralatic paver finisher with censor control to the required grade level & alignmen rollin with smooth wheeled vibratory & tendom roller to achieve the desired compaction as per MORTH specifications clause No. 507 complete in al respects including filler @ 2% of total weight of aggregate (cement).
72.03
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Excavation in drains & channels etc. in earth work including dressing of side and and bed i/c filling where required and disposing of surplus excavated earth upto all leads and lifts in all kind of soil disposed earth to be levelled and neatly dressed.
409.55
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Providing and laying cement concrete 1:6:12 (1cement :6sand :12 graded stone aggregate 40mm nominal size) and curring complete excluding the cost of form work in foundation and plinth
32.95
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Providing and laying cement concrete 1:4:8 (1cement :4sand :8 graded stone aggregate 40mm nominal size) and curring complete excluding the cost of form work in foundation and plinth
7.46
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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 not exceeding 4mtrs. In all floors and removal of the same for in-situ reinforced concrete and plain concrete work in:- a) vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters, buttresses, plinth, and string courses and the like.
557.4
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Providing and laying cement concrete 1:1.5:3 (1cement :1.5 sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in and mixing with mechanical mixer and vibrator. a)Foundation, footing bases of columns and the like and mass concrete.
6.96
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b) Walls any thickness but not less than 0.10 meter thickness ) including attached pillaster butteresses, plinth and string courses etc. from top of foundation upto floor two level.
8.64
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Providing mild steel/tor steel reinforcement for R.C.C. work including bending binding and placing in position complete upto floor two level. Tor steel.
43.97
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Providing & laying cement concrete 1:2:4 (1cement: 2sand: 4graded stone aggregate 20mm nominal size) and curring complete excluding cost of form work in: a) Foundation and plinth.
49.05
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b) walls including attached buttresses, pilasters and their caps and basis and string courses etc. upto floor two level.
73.52
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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in single row:- for culverts on Ist class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and masonry works in head walls and parapets as per clause 1106:- a) 900mm dia.
10
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Steel work welded with built up sections, trusses and framed work including cutting hoisting, fixing in position & applying a priming coat of red lead paint.(a) In grating framed guard bars, ladders railing, brackets &similar work.
122.4
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Providing and laying cement concrete 1:4:8 (1cement :4sand :8graded stone aggregate 40mm nominal size) and curring complete excluding the cost of form work in :- a) Walls including attached buttresses, pillasters and their caps and bases string courses upto floor two level.
153.56
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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
100
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Stone filling behind retaining walls
90
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Excavation in foundations, trenches etc. in earth work in all kind of soil , lift upto 1.5 mtrs. stacking the excavated soil not more than 3mtrs. Clear from the edge of the excavation and then returning the stacked soil in 15cm layers when required into plinths, sides of foundations etc. consolidating Nos. deposited layers by rammeing and watering and then disposing of all surplus excavated earth as directed within a all leads and lifts .
4.92
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Providing and laying cement concrete 1:4:8 (1cement :4sand :8graded stone aggregate 40mm nominal size) and curring complete excluding the cost of form work in :- a) Walls including attached buttresses, pillasters and their caps and bases string courses a) Walls including attached buttresses, pillasters and their caps and bases string courses upto floor two level.
0.36
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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 be propping etc. with wooden battens and bellies, height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in-situ reinforced concrete and plain concrete work in:- a) Foundation, footings basis of columns etc. and mass concrete.
1.92
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b) Columns, pillars, posts and struts, Square, rectangular or polygonal in plan.
13.44
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Providing mild steel/tor steel reinforcement for RCC work including bending binding and placing in position complete upto floor two level. Tor steel.
1.3
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Providing and laying cement concrete 1:1.5:3 (1cement : 1.5sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- a) Foundation, footing bases of columns and the like and mass concrete.
0.58
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b) Columns, pillars, posts and struts upto floor two level.
2.02
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Steel work welded with built up sections, trusses and framed work including cutting hoisting, fixing in position & applying a priming coat of red lead paint.(a) In grating framed guard bars, ladders railing, brackets &similar work.
3.24
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Finishing wall with weather proofing exterior grade emulsion of approved design (Apexultima) or its equarlied on undecorated wall surfaces (2 coats) to give an even shade and final finish after throughly cleaning the suface to remove all dirt, dust & other foreign matter etc. i/c sand paper smooth complete.
9.6
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Painting two coats(excluding priming coat) over new steel and other metal surface either enamel paint brushing to give an even shade including cleaning the surface of all dirt, dust and other foreign matter.- Enamel paint other than white.
46.8
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Excavation in foundations, trenches etc. in earth work in all kind of soil, lift upto 1.50 mtrs. stacking the excavated soil not more than 3mtrs. Clear from the edge of the excavation and then returning the stacked soil in 15cm layers when required into plinths, sides of fou etc. consolidating Nos. deposited layers by rammeing and watering and then disposing of all surplus excavated earth as directed within a all leads and lifts.
8.14
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Providing and laying cement concrete 1:4:8 (1cement :4sand :8graded stone aggregate 40mm nominal size) and curring complete excluding the cost of form work in :- a) Walls including attached buttresses, pillasters and their caps and bases string courses upto floor two level.
8.14
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Steel work welded with built up sections, trusses and framed work including cutting hoisting, fixing in position & applying a priming coat of red lead paint.(a) In grating framed guard bars, ladders railing, brackets &similar work.
9.91
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1.80 mtr high fencing with 2.50 mtr deodar/kail/ sal ballie posts 300mm girth (minimum) 2.50 mtr centre to centre with nine horizontal lines and two diagonals of galvanised steel bar bed wire (IS:278-192 type-I) weghing 9.38 kg/per 100 mtr (minimum) strained and fixed to posts with G.I. staples, (cost of posts, struts and straining bolts shall be paid for seperately
195
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