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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.2 LAccepted-AOC | ₹31.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹33.5 L+₹2.3 L (7.43%)Rejected-Finance 19 2 2ND FLOOR INDRA VIKAS COLONY NORTH WEST DELHI DELHI 110009 | NORTH WEST DELHI | DELHI | 110009 | ₹33.5 L+₹2.3 L (7.43%) | L2 | Rejected-Finance reject |
Tender Value
₹31.5 L
EMD Value
₹63,000
Closing Date
11 Feb 2020, 5:00 pmClosed
Exexutive Engineer
Provincial Division No. III, PWD B and R Br., Hisar
Execution of Various Works at Civil Aerodrome, Hisar (Re-invite)
2020_HRY_116422_5
PWD/HSR/P-3 Hisar/5 No. tender (memo No. 156-255)
Open Tender
Civil Works
Item Wise
120 days
Hisar
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
E.E. Provl. Divn. No. III, PWD B and R Br., Hisar
₹63,000
Yes
20 Nov 2020
28 Jan 2020
12 Feb 2020
28 Jan 2020
11 Feb 2020
28 Jan 2020
Amount
Earth work excavation in ordinary soil exclusive of compensation of earth- b) earth-work undressed with a combined lead upto 15 metres including breaking of clods (HSR 6.2 (b)
Earth work in excavation in foundations, trenches etc. in all kinds of soil, not exceeding 2 meters depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 Mtrs. (HSR 6.6)
Cement concrete 1:8:16 with stone aggregate 40 mm nominal size in foundation and plinth (HSR 10.28)
Cement concrete 1:4:8 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.38)
Cement concrete 1: 2 : 4 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.41)
Cement concrete 1 : 1 ½ : 3 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.42)
Cement concrete 1:11/2:3 with stone aggregate 20 mm nominal size for reinforced concrete work in footings, strips, foundations, beams, rafts, pedestals and approach slabs of bridges etc. excluding steel reinforcement and including centering and shuttering, laid in position, complete in all respects. (For works upto 1.5 meters below ground level (HSR 10.90 + 10.95 a)
Providing & Fixing PVC Rainwater Pipe 6 kg. pressure of ISI mark in cement mortar during masonry work. (a) 100 mm dia PVC pipe 6 kg. pressure (Note:- Reputed make PVC Pipe such as Supreme, Finolex, Prince will be used as approved by Engineer-in-charge. [HSR 13.89](a). Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. 1st storey
Conglomerate floor 25 mm thick cement concrete topping 1:2:4 (HSR 14.8)
Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.3).
Applying priming coat with metal primer on new steel or iron work including preparation of surface. Painting on mettalic Surfaces etc. (Note:- First quality paint/primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge). (HSR 16.9).
Wrought iron and mild steel (using angles, flats, square bars, tees and channels), ladders, grills, gratting frames, window guards, iron doors openable or fixed stair case or parapet or any other type of railing, gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position (HSR 18.12)
Fe-500 EQR TMT steel bar for RCC work, where not included in the complete rate of RCC including bending, binding & placing in the position complete. (Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, excluding overlaps. From the length so measured, the weight of reinforcement shall be calculated in tones on the basis of IS:1732. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing, shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement). (NS). (HSR 18.22)
Dressing of earth work as per (HSR 6.3 (i)
Lifting, loading and unloading of F.O.D. meterial surrounding of Runway and disposal outside of civil aviation area with any lead & lift. (NS)
Supplying and fixing of 3" dia G.I. pipe for slive on 20mm dia bars including cutting with lathe machine. (NS)
Providing and fixing of color coated profile sheet 0.5 mm thick including all accessories complete in all respect. (NS)
Proiding and fixing of Stainless Steel Railing of 304 grade with fabrication complete in all respect. NS)
AMAN TRADING COMPANY
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