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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹22.6 LAccepted-AOC | L1 | Accepted-AOC Awardded | |
| 2 | L2₹22.7 L+₹6,020.10 (0.27%)Rejected-Finance WARD NO 10 DEVINAGAR PAONTA SAHIB DISTRICT SIRMOUR H P | L2 | Rejected-Finance 2nd Lowest | |
| 3 | L3₹23.0 L+₹39,375 (1.74%)Rejected-Finance | L3 | Rejected-Finance 3rd Lowest | |
| 4 | L4₹23.2 L+₹56,345.10 (2.49%)Rejected-Finance | L4 | Rejected-Finance 4th Lowest | |
| 5 | L5₹23.2 L+₹61,875 (2.74%)Rejected-Finance | L5 | Rejected-Finance 5th Lowest |
Tender Value
₹22.7 L
EMD Value
₹45,500
Closing Date
15 Oct 2020, 4:00 pmClosed
Executive Engineer Division No-I HPPWD Shimla-3
Executive Engineer Division No-I HPPWD Shimla-3
Providing and Fixing W Metal Beam Crash Barrier between RD 0/200 to 1/480
2020_PWD_41206_1
SD-I-CTR-2020-21- 11719 dt 22-09-2020
Open Tender
Civil Works
Item Rate
90 days
Shimla
As per SBD
13 documents required · 13 mandatory
₹500
Executive Engineer Division No-I HPPWD Shimla-3
₹45,500
20 Nov 2020
1 Oct 2020
16 Oct 2020
1 Oct 2020
15 Oct 2020
1 Oct 2020
Amount
Earth work in excavation for structure as per drawing and technical specification Clause 305.1 including setting out, construction of shoring & bracing removal of stumps and other deleterious material and disposal upto all leads and lifts and dressing of sides and bottom and back filling in trenches with excavated suitable material as per the direction of Engineer-in-Charge.
Providing and laying cement concrete M-20 grade, 1:2:4(One cement two sand four graded) sonte aggregate 20 milimeters nominal size) in all depths mechanically mixed and vibrated and placing in foundation ensuring non segregation with curing and form work of steel including all leads, lifts and carriage of materials machineries, Tools and plants at site of work even with mechanical means and conforming to MORTH (Ministry of road transport & Highway specifications) latest revision and as per the direction of Engineer-in-Charge. a) Nominal mix (Hnad Mix) 11.4 (iii) grade M-20
Providing and Fixing Single sided single "W" Metal beam crash barrier comprishing of cold formed W profiled section having thicjness of 3 mm (uncoated thickness ) with frame width of 311 mm depth 83 mm and length 4318 mm ( made of ISI marked HR coil conforming to IS : 5986/2011 ) , to be fixed on cold formed channel section post of size 150x75x5 mm ( Made from ISI marked Hr Coils conforming to IS 5986/2011 ) spaced 1.50 metre centre to centre of the post which will be of total height of 1.80 metre with its height of 1.1 metre below ground level and 0.70 metre above ground level. Metal beam rail to be fixed on the vertical post with spacer channel of cold formed channel section size 150x75x5 mm and 330 mm long (made from ISI Marked HR coils conforming to IS : 5986/2011 ) , All the above components shall - conform to clause 810 of MORTH &H specifications including all fittings required for erection on road side W-Beams, Posts , Spacers shall be hot dip galvanised with Zinc coating of 550 gm/Sqm. All bolts , nuts and washers shall be hot dip galvanised to IS :1367 pt-XIII/1983 ( Reaffirmed 2011 ) for bolts and IS 14394/1996 ( reaffirmed 2011 ) for nuts including carriage of materials in all leads and lifts as per the direction of Engineer-in- charge.
RAKESH
BHARAT SINGH CHAUHAN
Sandeep Chandel
Gaurav Parihar
HARMANJOT SINGH
Suresh Vekta
Sunil Khachi
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