Temple Trust Shri Naina Devi Ji Tender
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Temple Trust Shri Naina Devi Ji Tender
Civil And Construction
Eprocure
Opening Date18 May 2018
Closing Date28 May 2018
Tender Amount₹ 5,52,691 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 11,100Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Development of front side portion of clockroom at R.D. 3/580 MT on pedestrian path from Kolan Walla Toba to Shri Naina Devi Ji and Balance work of Clock room for TTNDJI Distt Bilaspur (HP)
Description
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Contact
Tender Id
2018_NDTT_21189_1Bid Award Id
ViewTender No
TTND- Tender Const-e-Prot-1478-91 Dt. 26.04.18Tender Authority
Temple Trust Shri Naina Devi Ji ViewPurchaser Address
-Website
http://hptenders.gov.in
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Documents
BOQ Items
Random rubble masonry/polygonal rubble masonry(Uncoursed/brought to courses) with hard stone of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 (1cement:6sand:12 graded stone aggregate 20mm nominal size) in cement mortar 1:6(1cement:6sand) in breast walls and retaining walls complete in all respects within all leads and lifts and best satisfaction of Engineer-in-Charge:.In cement mortar 1:6 (1 cement : 6 Sand)
21.01
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Stone soling properly hand packed filling interstics with spall and consolidating to the requested gradient and camber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HPPWD specifications. 100mm spread thickness complete in all respects within all leads and lifts as per the direction and best satisfaction of Engineer in charge.
10.69
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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, 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 in. Complete in all respect as per direction and best satisfaction of Engineer -in-Charge. ( a) Foundation, footings and bases of columns etc. and mass concrete.
65.22
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P/L cement concrete 1:2:4 (1cement: 2sand: 4graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work complete in all respect within all leads and lifts and best satisfaction of Engineer-in-Charge: (a) Foundation, footings bases of columns and the like and mass concrete.
19.38
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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. Complete in all respect within all leads and lifts as per direction and best satisfaction of Engineer -in- Charge.:- (a) Tor steel. (ISI Mark)
775
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-
Kota stone slab flooring 20mm ( average) thick base of cement mortar 1:4 ( 1 cement: 4 sand) laid over and jointed with grey cement sluury mixed with pigment to match the shade of the slab i/c rubbing and polishing Complete in all respect as per direction and best satisfaction of Engineer-in -Charge. (a) 30 mm thick in cement mortar (1 cement : 4 Sand)
153
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-
Providing wood work in frames of door, windows, clerestory, windows and other frames wrought, framed and fixed in position complete in all respects within all leads and lifts as per direction and best satisfaction of the Engineer-in-Charge: (a) Sal Wood.
0.23
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Providing and fixing panelled glazed or panelled and glazed shutters for doors windows and clerestory window including black enameled iron butt hinges with necessary screws; complete in all respect within all leads and lefts as per direction and best satisfaction of the Engineer-in-Charge. (a) 2nd class Deodar wood. 40 mm thick.
9
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Brick work using common burnt clay building bricks in foundation and plinth & super structure Complete in all respect with in all leads and lift and best satisfaction of the Engineer in charge. (A).Cement Mortar1:6 (1Cement:6 Sand)1st Class Bricks
15.18
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Steel work welded in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of red lead paint complete in all respects within all leads and lifts and best satisfaction of the Engineer-in-Charge: (a) ) In beams joists channel, angles, tee, flats with connecting plates or angle cleats as in main and cross beams, hip and jack rafters, purlins connected to common rafters and the like.
12.3
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Providing and fixing anodized aluminium sliding door bolt anodized colour and shade with bolt and nuts screws etc. complete in all respects as directed by the Engineer-In-Charge (a) 250x16mm
4
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Providing and fixing aluminium tower bolts (berrel type) anodized trans parent or dyed to required shade and colour with screws etc.Complete in all respect as per direction and best satisfaction of Engineer-in -Charge. (A) 200 X 10mm
16
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Providing and fixing aluminium handles anodized transparent or dyed to required colour & shade with necessary screws etc. Complete in all respect as per direction and best satisfaction of Engineer-in -Charge. (a)125mm
20
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Providing and fixing bright finished hard drawn hooks and eyes complete in all respects as directed by the Engineer-In-Charge (a) 100mm
8
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-
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