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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹31.5 LAccepted-Finance BAIRA SIUL POWER STATION CONTRACT DIVISION SURANGANI DISTT CHAMBA HP 176317 | CHAMBA | HIMACHAL PRADESH | 176317 | L-1 | Accepted-Finance L-1 Bidder | |
| 2 | L-2₹34.4 L+₹2.9 L (9.28%)Rejected-Finance 1 VILLAGE RAJANI BAGGI TEHSIL SALOONI CHAMBA HIMACHAL PRADESH 176325 | CHAMBA | HIMACHAL PRADESH | 176325 | L-2 | Rejected-Finance Not L-1 Bidder | |
| 3 | l-3₹37.9 L+₹6.5 L (20.6%)Rejected-Finance | l-3 | Rejected-Finance Not L-1 Bidder | |
| 4 | Rejected-Technical | - | Rejected-Technical Technically Not Qualified | |
| 5 | Not Admitted-Fee/PreQual/Technical C O PRAKRAM SINGH VPO GEHRA TEH AND DISTT CHAMBA HP 176324 | GEHRA | CHAMBA | HIMACHAL PRADESH | 176324 | - | Not Admitted-Fee/PreQual/Technical EMD/Fee not received |
| Sl No | Description | Qty | Unit | ROSHAN LAL THAKUR L2 | KAMAL KUMAR L1 | Man Singh L3 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in Excavation by mechanical means ( hydraulic excavator / manual means of foundation , trenches or drain ( not exceeding 1.5 mtr in width or 10 sqm on plan ) including dressing of Sides and ramming of bottom, lift upto 1.5 mtr including getting out the excavated soil and disposal of surplus excavated soil as directede , within a lead of 50 mtr. All kind of soil | 59.08 | Cum | 6,203.4 ₹7,320.01 Lowest | 6,794.2 ₹8,017.16 | 9,842.73 ₹9,842.73 |
| 2.00 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 ( 1 cement :2 coarse sand :4 graded stone aggregate 40 mm nominal siz ) | 59.08 | Cum | 2,99,122.04 ₹3,52,964.01 | 2,37,383.44 ₹2,80,112.46 Lowest | 3,33,624.76 ₹3,33,624.76 |
| 3.00 | Providing and fixing single sided W- metal beam crash barrier comprising of cold framed w profiled section heavy thickness of 03 mm ( uncoated thickness ) with frame width of 311 mm depth 83 mm , length 7318 mm ( of ISI marked HR Coil confirming to IS 5986/2011 ) to be fixed on cold framed section point of wide 150x75x5 mm ( made of ISI marked HR coil confirming to IS : 5986 / 2011 ) spaced 2m c/c of the post which will be of special height 1.8 m width its height of 1.10 mtr below ground level 0.70 mtr above ground level metal rail beam to be found the vertical post with spacer channel of cold formed channel section size which will be total height of 150x75x5 mm and 330mm long ( made of ISI marked HR coil confirming to IS : 5986/2011 ) all the above component shall confirm to clause 810 of Morth &H Specification all fitting required for erection of road side W- beam , post spacer shall not be dip galvanised to IS : 1367x11 /1983 ( real firmed 2011 ) for bolts and IS 14394 /1996 ( real firmed2011 ) for nutt. | 1,065 | Cum | 26,09,250 ₹30,78,915 | 24,22,875 ₹28,58,992.5 Lowest | 34,50,600 ₹34,50,600 |
Tender Value
₹36.2 L
EMD Value
₹73,000
Closing Date
16 Dec 2024, 5:00 pmClosed
Dy General Manager
CPS1, KHAIRI, CHAMBA, HP
Supply and erection of W beam metal crash barrier on Bagdhar- Khairi road between RD 0/470 to 15/300 km at CPS-
2024_NHPC_836593_1
NH/CPS-1/PnC/W-1468/2024-25/ 595 Dated- 26/11/2024
Open Tender
Civil Works
Works
90 days
CPS1, KHAIRI, HP
Please refer Tender documents.
3 documents required · 3 mandatory
₹590
NHPC LIMITED
₹73,000
Yes
16 Sept 2025
26 Nov 2024
20 Dec 2024
26 Nov 2024
16 Dec 2024
26 Nov 2024
Earth work in Excavation by mechanical means ( hydraulic excavator / manual means of foundation , trenches or drain ( not exceeding 1.5 mtr in width or 10 sqm on plan ) including dressing of Sides and ramming of bottom, lift upto 1.5 mtr including getting out the excavated soil and disposal of surplus excavated soil as directede , within a lead of 50 mtr. All kind of soil
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 ( 1 cement :2 coarse sand :4 graded stone aggregate 40 mm nominal siz )
Providing and fixing single sided W- metal beam crash barrier comprising of cold framed w profiled section heavy thickness of 03 mm ( uncoated thickness ) with frame width of 311 mm depth 83 mm , length 7318 mm ( of ISI marked HR Coil confirming to IS 5986/2011 ) to be fixed on cold framed section point of wide 150x75x5 mm ( made of ISI marked HR coil confirming to IS : 5986 / 2011 ) spaced 2m c/c of the post which will be of special height 1.8 m width its height of 1.10 mtr below ground level 0.70 mtr above ground level metal rail beam to be found the vertical post with spacer channel of cold formed channel section size which will be total height of 150x75x5 mm and 330mm long ( made of ISI marked HR coil confirming to IS : 5986/2011 ) all the above component shall confirm to clause 810 of Morth &H Specification all fitting required for erection of road side W- beam , post spacer shall not be dip galvanised to IS : 1367x11 /1983 ( real firmed 2011 ) for bolts and IS 14394 /1996 ( real firmed2011 ) for nutt.
ROSHAN LAL THAKUR (BID ID -3137743)
Man Singh (BID ID -3138564)
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