Indira Gandhi University Tender
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Costs
EMD
₹ 1,16,450Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_HRY_323382_1Bid Award Id
ViewTender No
IGU/Engg/2023/020Tender Authority
Indira Gandhi University ViewPurchaser Address
-Website
http://https://haryana.gov.in/
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Documents
BOQ Items
Supply & Installation of pre-cast compound wall of required design (To be decided by the authority before supply of material) and shape having panels of size 2100mm x300mm x50mm with 3 nos. high tensile longitudinal bars of 3mm dia. Including columns of 150mm x150mm with 7nos. High tensile bars of 3mm dia.)
11200
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Providing and fixing of Y shape angle of 50x50x5mm duly grouted in the column with anchor grout and providing three nos. horizontal barbed wire fencing and throughout concertina coil over horizontal wires.
1400
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Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required (For fabrication of Main Entry gate of Hostel).
13.29.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
750
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Loading, unloading & transportation charges of earth---- Lead up to 10km
19978.13
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Excavating, supplying and filling of local earth (including royalty) cum by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
19978.13
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Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1 :4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1 :2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1 :3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design:-
22.176.1 With common burnt clay non-modular bricks of class designation 7.5
1
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor four level, exclu-ding cost of centering, shuttering, finishing and reinforcement:-
6.15.1 1: 1½:3 (1 cement : 1½coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size)
5.04
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-
Centering and shuttering including strutting, propping etc. and removal of form work for :-
6.29.3 Columns, piers, abutments, pillars, posts and struts
21.6
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Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level
Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement.
6.33.6 Thermo-Mechanically Treated bars of grade Fe-500Dor more
600
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