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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.3 CrAccepted-AOC BOOTH NO 102 SEC 2 UE KURUKSHETRA HARYANA 136118 | KURUKSHETRA | HARYANA | 136118 | ₹1.3 Cr | 1 | Accepted-AOC ok |
| 2 | 2₹1.3 Cr+₹8.2 L (6.52%)Rejected-Finance | ₹1.3 Cr+₹8.2 L (6.52%) | 2 | Rejected-Finance Reject |
| 3 | 3₹1.4 Cr+₹14.4 L (11.5%)Rejected-Finance FARIDABAD FARIDABAD HARYANA | ₹1.4 Cr+₹14.4 L (11.5%) | 3 | Rejected-Finance Reject |
| 4 | 4₹1.4 Cr+₹18.8 L (15.0%)Rejected-Finance 86 SECTOR 07 URBAN ESTATE KURUKSHETRA | ₹1.4 Cr+₹18.8 L (15.0%) | 4 | Rejected-Finance Reject |
| 5 | 5₹1.5 Cr+₹25.6 L (20.4%)Rejected-Finance | ₹1.5 Cr+₹25.6 L (20.4%) | 5 | Rejected-Finance Reject |
Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
25 Mar 2021, 3:00 pmClosed
Executive Engineer
Executive Engineer, Water Services Division, Kurukshetra.
Construction of Pump House at RD52500 R of Sirsa Branch to protect the abadi and agriculture land of villages Barthal, Khwaja, Ahemdpur, Sidhpur and Anjanthali etc.
2021_HRY_164567_1
25.03.2021/4
Open Tender
Civil Works
Item-rate/Agreement basic
270 days
Kurukshetra
Please refer Tender documents.
2 documents required · 2 mandatory
₹15,000
Yes
₹2.6 L
Yes
7 Jun 2021
19 Mar 2021
25 Mar 2021
19 Mar 2021
25 Mar 2021
19 Mar 2021
Amount
Earth work excavation in ordinary soil with an average lead 52.5mtr underessed ( HSR 6.2(b)(c) (i)
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)
Shuttring for faces of concrete foundation and beams(vertical or battering) (HSR 9.13)
Design mix cement cconcrete of grade M-15 with minimum cement content 240 kg/cumin foundationand plinth. HSR 10.64 and A&C Slip No. 19 dt 17.08.2017)
Earthwork for lip-cutting for lining of irrigation channels, inclusive of all allowances, lead and dressing depth exceeding 3.00m but upto 4.50m (HSR 19.23 (c)
Putting 1:3 cement sand slurry, 6 mm thick on prepared bed and side slopes, before laying concrete, on bed and side slopes. (HSR 19.12)
Centring and shuttering with steel shuttering for faces of walls, partitions, retaining walls,well steining and the like (vertical or battering)including attached pilasters etc with steel shuttering (HSR items No. 9.5)
Centring and shuttering for slab exceeding 3 metres but upto 6 metres span.& with steel shuttering (HSR 9.18)
Design mix cement cconcrete of grade M-25 with minimum cement content 330cumin foundation and plinth. HSR 10.66 and A&C Slip No. 30 dt 25.10.2019)
First class brick work laid in cement sand mortar 1:3 in first storey upto 4 metres above plinth level. (HSR 11.10)
1st Class bricks laid in cement sand mortar 1:4 in first storey upto 4 mtr above plinth level (HSr 11.9) A&Cslip No. 26 dt 25.10.2019
First class brick work laid in cement sand mortar 1:4 in foundation and plinth (HSR 11.4)
12mm cement plastic 1:3 (HSR No. 15.4)
Cement pointing 1:2 deep varity on bricks and tile work (HSR 15.60)
Supplying and fixing rolling shutters, of approved make, M.S. Laths, interlocked together through their entire length, and jointed together, at the end, by end locks mounted on specially designed pipe shaft, with brackets, side guides, 27.5 cm long wire spring grade no. 2, and arrangement for inside and outside locking, with push and pull operation complete, including top cover 0.80 mm thick (payment is to be made for the exact size of opening where rolling shutter is to be fixed): with 80 mm x 1.25 mm M.S. Laths (HSR 18.18 (b)
Pressed steel sheet frame (Chowket) , consisting of 2 mm thick steel sheet of the specified section, including iron lugs (hold fasts), iron hings, conforming to PWD specirfications , including bolts for fixing stops, lock notch, provision for receiving tower bolts and finished with one coat of ready-mixed paint red lead non-setting. primer, of approved quality , fixed in position including the cost of cement concrete1:3:6 for filling in the frame , and door and window frame size 127 mm X 50 mm with 40 mm wide double rebate HSR No. 18.34 (a)
Factory manufactured paneled door or glazed window , shutter of commerical hard wood, such as hillock, champ, chikrassy & chaplash etc. ( non- coniferous timber other than teak, conforming to IS specifications no. 1003, kiln-seasoned) with 100 mm wide vertical styles, 150mm wide lock rail, 200 mm wide bottom rail with panel of 15 mm thick complete in all respect ( HSR No. 17.90(b)
Wire gauge 30 mm door and window shulter without spring housed in chowkat, (HSR 17.38a)
Wrought Iron and mild steel (flats of squire bars 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. ( HSR 18.12)
Preparation of plaster or wooden surface for painting including sand papering the surface complete HSR 16.24
Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces (HSR 16.25)
Painting two coats with ready-mixed exterior paint in all shades on newly plastered or concrete surface of walls (HSR 16.26)
Preparation of ply wood surface for painting including sand papering the surface and applying filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to required finish complete (HSR 16.1)
Applying pink primer or aluminium priming coat on wood work including preparation of surface, knotting and stopping etc (HSR 16.2)
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 on steel work consisting of genuine red lead mixed with linseed oil and turpentine oil in equal proportions (HSR 16.10)
Painting two coats on iron sheets with roofing white, grey or green readymixed paint on new work to give an even shade (HSR 16.20)
Rehandeling of earth work (HSR Chapter 6 Note II)
Cement concrete 1:3:6 with stone aggregate 20 mm nominal size in foundation and plinth (HSR 10.40)
Providing and laying 80 mm thick inter locking paver block of all shape and colour indesign mix M-35 over a bed of 30 mm fine sand complete in all respect HSR 10.159
Steel reinforcement TMT Bars FE-500 EQR/FE-500D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, handers and annealed steel wire etc. and placing in position complete in all respect for all heights/depths/storeys/basements etc. NOTE:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work excluding overlaps. Wastage, overlaps, coupling, welded joints, spacer bars, chairs, stays and annealed steel wire or other methods for binding and placing shall not be measure and cost of these items shall be deemed to be included in the rates for reinforrcement. (HSR 18.22)
Sh Amrit Lal Nagpal
Surender Kumar Contractor
Krishna Construction Co
Gian Sharma
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