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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.7 LAccepted-AOC | L1 | Accepted-AOC Ok | |
| 2 | L2₹26.4 L+₹69,597.45 (2.71%)Rejected-Finance | L2 | Rejected-Finance Not responsive | |
| 3 | L3₹30.9 L+₹5.2 L (20.2%)Rejected-Finance | L3 | Rejected-Finance Not responsive |
Tender Value
₹24 L
EMD Value
₹48,000
Closing Date
4 Feb 2021, 5:00 pmClosed
Executive Engineer
CCS HAU, Hisar
Construction of 6 feet 3 inch high boundary wall along with part periphery of Farm (towards road side) at KVK, Devigarh (Kaithal) (Phase-II)
2021_HRY_156930_1
3186-C
Open Tender
Civil Works
Works
120 days
CCS HAU HISAR
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,000
₹48,000
Yes
16 Mar 2021
19 Jan 2021
6 Feb 2021
19 Jan 2021
4 Feb 2021
19 Jan 2021
Amount
Earth work in excavation in foundations, trenches, etc .in all kinds of soils, not exceeding 2 metres 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 metres (HSR 6.6)
Cement concrete 1:8:16 with stone aggregate 40 mm nominal size in foundation and plinth.(HSR 10.28)
Cement concrete 1:2:4 with stone aggregate 20 mm nominal size in first storey upto 4 metres above plinth level (HSR 10.59)
Cement concrete 1:2:4 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 centring and shuttering, laid in position, complete in all respects (HSR 10.86)
Cement concrete 1:2:4 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 but including centring and shuttering, laid in position, complete in all respects,(For work upto 1.5 metres below ground level). {HSR 10.90}
Extra over item Nos. 10.79 to 10.94 , if 1:1.5:3 mix is used, instead of 1:2:4 {HSR 10.95(a)}
First class brick work laid in cement sand mortar 1:4 in first storey upto 4 metres above plinth level {HSR 11.9}
15 mm thick cement plaster 1:5 on the rough side of single or half brick wall (HSR 15.11)
Striking joints in lime or cement on brick and tile walls {HSR 15.69(a)}
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 (HSR 16.3)
Applying priming coat with metal primer on new steel or iron work including preparation of surface (HSR 16.9)
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)
Wrought iron and mild steel (using angles, flats square bars. tees and channels) ladders, grills, gratting frames, window guards, iron door 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)
Steel reinforcement TMT bars FE-500 EQR/FE-500 D grade or more for RCC work, where no included in the complete rate of RCC incluidng straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position, complete in all respect for all heights/depths/storeys/basements etc. (HSR 18.22) Note: Reinforcement shall be measured in length including hooks, if any, Separtely 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 for binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement
SHREE RAM BUILDERS
ROHTAS SINGH CONTRACTOR
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