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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹47.2 LAccepted-AOC HAMIRPUR ROAD UNA HIMACHAL PRADESH 177203 | UNA | HIMACHAL PRADESH | 177203 | L1 | Accepted-AOC Due to lower rates | |
| 2 | L2₹48.3 L+₹1.1 L (2.30%)Rejected-Finance | L2 | Rejected-Finance Due to higher rates | |
| 3 | L3₹50.3 L+₹3.0 L (6.46%)Rejected-Finance PLOT NO 2 NH 2 NEAR HOTEL ZURICH VILLAGE AGWANPUR OPP DIMOND GROUP CNG PUMP DISTRICT PALWAL HARYANA | PALWAL | PALWAL | HARYANA | L3 | Rejected-Finance Due to higher rates | |
| 4 | L4₹50.6 L+₹3.4 L (7.27%)Rejected-Finance | L4 | Rejected-Finance Due to higher rates | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹96,000
Closing Date
24 Dec 2020, 5:00 pmClosed
Executive Engineer, Nuh
Executive Engineer, Provincial Division, PWD BNR Branch, Nuh
Construction of Boundary wall in SDO Agriculture Office at Nuh in Nuh Distt.
2020_HRY_152519_1
PWD/Nuh/Wall/Agriculture
Open Tender
Civil Works - Buildings
Works
180 days
Nuh
As per bid document
3 documents required · 3 mandatory
₹5,000
Yes
₹96,000
Yes
Executive Engineer, Nuh
22 Apr 2021
4 Dec 2020
28 Dec 2020
4 Dec 2020
24 Dec 2020
4 Dec 2020
11 Dec 2020
Amount
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)
Earth filling under floors with surplus soil excavated from foundation and taken only from outside the building plinth, in 15 cm layers including ramming watering and consolidating lead upto 30 meters. (HSR 6.13 a)
Cement concrete 1:8:16 with stone aggregate 40 mm Nominal sie 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)
nominal size in first storey upto 4 metres above plinth level (HSR 10.59)
Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (straight and curved) beams, girders, stairs, columns, (square or rectangular) battens and lintels etc. excluding steel reinforcement but including centering and shuttering, laid in position complete in all respects. (HSR 10.86 + 10.95 (a))
Cement concrete 1:1½:3 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)
Damp proof course 25 mm thick of cement concrete 1:2:4 using stone aggregate. (HSR 10.115)-Note
First class brick work laid in cement sand mortar 1:4 in foundation and plinth. (HSR 11.4)
First class brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level. (HSR 11.9)
12 mm Thick Cement Plaster 1:4 on the rough side of single or half brick wall. (HSR 15.5)
Plastering on wall 12 mm thick cement plaster 1:6. (HSR 15.7)
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) Through Rate
Painting two coats excluding priming coat with ready mixed paint for metallic surfaces in all shades on new steel or iron work. (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 16.17) Through Rate
Finishing walls with exterior decorative cement based paints such as snowcem Robbiacem etc on new work, two coats to give an even shade. (HSR 16.61) Through Rate
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)
MTZ Associates
Pulkit Aggarwal
ATUL BARAK
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