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 Date24 Nov 2018
Closing Date13 Dec 2018
Tender Amount₹ 66,56,040
Costs
EMD
₹ 1,35,700Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_SIDC_24862_1Bid Award Id
ViewTender No
Job No. 2Tender Authority
The Himachal Pradesh State Industrial Development Corporation Limited ViewPurchaser Address
-Website
http://hptenders.gov.in
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Documents
BOQ Items
(b) Columns , pillars, posts and struts etc.
295.96
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(C) beams, cantiliver, girders and lintels etc.
398.18
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(d) vertical surfaces such as well (any thickness).
1111.2
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Providing and laying cement concrete 1:2:4 (1cement:2sand:4graded stone agregate 20mm nominal size ) and curring complete excluding cost of form work in foundation and plinth.
42.93
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Providing and laying reinforced cement concrete 1:1.5:3 (1 cement: 1.5 sand : 3 graded stone agreegate 20mm nominal size) and curring complete excluding cost of form work in foundation and plinth. (a) Foundation footings bases of column and like the mass concrete.
40.55
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(b) Columns upto floor two level.
15.34
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(c)suspended floors, roofs landings shelves and their supports balances beams, girders, bressumers and cantilever upto floor two level
132.92
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Brick work using common clay burnt building bricks in foundation above ground level in cement mortar 1:6 (1cement: 6 sand) 2nd class bricks upto all height.( moderate exposure)
41.14
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Providing tor steel reinforcement including bending and placing complete in all respect.
144
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Brick work using common clay burnt building bricks in superstructure above ground level in cement mortar 1:6 (1cement: 6 sand) 2nd class bricks upto all height.
246.92
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15mm cement plaster in singale coat on the rough / fair side of brick/ concrete/stone walls for interior plastring upto floor two level including arrrises, internal rounded angles, chamfers and/or rounded angle not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6(1cement :6sand).
744.2
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Providing and laying upto first floor two level reinforced concrete in 1:2:4 (1 cement 2 Sand : 4 graded stone aggregate 20mm nominal size) to give a smoothand even surface i/c centering and shuttering, formwork etc. i/c cost of reinforcements in : (a) small arched lintels not exceeding 1.5m clear span over a sailing, coping and the like .
10.65
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-
Steel work welded in built up sections, trusses and framed work, i/c cutting, hosting, fixing in position and appling a priming coat of red lead paint:- (a) in gratings framed guard bars, ladders, railing, brackets and similar works.
130.38
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providing and fixing ACP sheet 4mm thick in eaves board, facia, ceiling , face work, i/c cutting fixing to steel roof member complete as per the directions of Engineer-in-charge. ( Base member of steel work shall be measured and paid separately).
40
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Finishing wall with weather proof exterior grade emulsion of approved desing (Apexultima) or its equarlied on undecorated wall surfaces (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt and otherforeign matter etc. includjng sand paper smooth
744.2
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Painting two coat (excluding priming coat) on steel and other matal surfaces with ready mixed paint brushing to give an even shade including cleaning of all dirt, dust and other foresign matter with ready mixed paint other than white.
601.9
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Construction of embankment with approved materials obtained from borrow pits to be arranged by the contractor within any lead and lift upto any height, transporting to site, spreading, grading to required slope and graded upto any height compacted with three wheel 80-100 (eighty h-one hundred) KN static weight road rolle to meet requirement of table 300.1 and 300.2 as per technical specifications clause 301.5 and as per the entire statisfaction and direction of Engineer-in-Charge i/c carriage of materials within all leads and lifts and other incidental consequences.
1291.43
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Providing and laying interlocking concrete paver tiles of 60mm thickness as per drawing and technical specification clause 1504 with M-30concrete.
600
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Providing and laying curb stone 30 x 30x 15 cm with cement concrete 1:1.5:3 (1 cement :1.5 sand :3 graded stone 20mm nominal size) complete in all respect.
948
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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 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.
212.98
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Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of tables 300.1 and 300.2 for subgrade construction as per technical specification clause 303.5.2
565.65
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Preparation of sub grade by dressing to camber (Earth work for the cutting involved for sub-grade to be paid for separately depending upon the classification of soil completed as per HP PWD specification.
1885.5
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Consolidation of sub grade with road roller including making good the undulation etc. with earth or quarry soil etc. and re-rolling the sub grade 95% dry density completed as per HP PWD specification.
1885.5
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Construction of gravel/soil agg. Sub-base/base by providing well graded material of nominal maximum size grading 80mm as per table 2.3 of IRC SP-77-2008 spreading in uniform layers with tractor mount appropriate grading arrangement on prepared surface mixing by mix inplace method at OMC with tractor mount appropriate rotavator attachment and comapction 3 wheel 80/100 KN static roller capacity to achieve the desired density complete as per specification contained in para clause 401 MORTH specification.
282.83
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Wet Mix Macadam: Providing, laying, spreading and compacting stone aggregate 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 course aggregate, watering and compacting to the required density Grading as per Technical Specification Clause 406 within all leads and lifts by Mechanical Means.
282.83
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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. Specification clause-502.
1185.5
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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. Specification clause-504.
1185.5
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Providing and laying (BM) bituminous macadam batch type hot mix plant using producing an average output of 75 tonnes per hour using crushed aggregates of specific garding premixed with bituminous binder@3.4% of mass of total mix with bitumen of gradeVG-30 and filler, transporting the hot mix to work site and laying with the hydristatic pavaer with sesor control to required grade, level and alingment and rolled with the wheled vibratory and tendeom rollers to to achive the desired compaction as per technical specification. Clasuse- 504 complete in all respect.
59.28
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Providing and laying bituminous concrete with batch type hot mix plant using producing an average output of 75 tonnes per hour using crushed aggregates of specific garding premixed with bituminous binder@5.4%(minimum) of weight of total mix with bitumen of gradeVG-30 and filler, transporting the hot mix to work site and laying with the hydristatic pavaer with sesor control to required grade, level and alingment and rolled with the wheled vibratory and tendeom rollers to to achive the desired compaction as per technical specification. Clasuse- 507 complete in all respect.
35.57
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Providing and laying of hot applied thermoplastic compound 3mm thich i/c relectrorishing glass beads @300.00 gm/sqm thickness of 3.00 mm each exclusive of surface applied glass beads as per IRC 35 the finished surface to be levelled uniform and free from stick and holes.clause -803
62
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Providing and fixing of road stud 100 x 100 mm dia 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 600mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS : 873 (Part-4) 1973. clause-804
290
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