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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹14.8 LAccepted-AOC OPPOSITE VIPUL GAS AGENCY HOSPITAL ROAD SOLAN H P | SOLAN | SOLAN | HIMACHAL PRADESH | ₹14.8 L Quoted ₹14.9 L | 1 | Accepted-AOC Accept |
| 2 | 2₹15.0 LRejected-AOC VILL SHARGHAL P O PARALA TEHSIL THEOG DISTT SHIMLA H P | ₹15.0 L | 2 | Rejected-AOC Reject |
| 3 | 3₹15.8 LRejected-AOC A R AND M O ON VARIOUS ROAD IN SECTION NALAGARH 1 UNDER NALAGARH SUB DIVISION SH HIRING OF JCB | ₹15.8 L | 3 | Rejected-AOC Reject |
| 4 | Rejected-Technical | - | - | Rejected-Technical Earnest Money Not received |
| Sl No | Description | Qty | Unit | ROYAL ENGINEERING WORKS L1 | ROHIT BEAKTA L2 | Pradeep Kumar L3 |
|---|---|---|---|---|---|---|
| 7.00 | Excavation in Drains and channels etc. in earth work including dressing of side and bed and disposing of excavated earth upto a lead 20 metres and lift upto 1.50 metres disposed earth to be levelled and neatly dressed in pick jumper work 50% each. For Rising main of stage 1st and 2nd | 346.5 | Cum | 125 ₹43,312.50 | 335 ₹1.2 L | 250 ₹86,625 |
| 8.00Providing laying, jointing and Testing of plain ended API pipes with flowing steel grade confirming to ISO 3183 or equivalent API-5Lgrade 'A" of thickness as mentioned and grade designation with bevelled edge and capable of with standing required test pressure, in random length of 4-7 meters i/c testing and commissioning and cost of jointing with butt welding as per relevent ( leak proof) flange shall be provided at every 100 mtrs.) BIS specfication i/c cost of bends tail peieces, tees, reducers, increaser etc. as per site requirement and zinc coating as per IS 4736-1986 (th the direction of the Engineer in charge earth wrok in trenches to be measured and paid for seprately i/c all leads, lifts and carriage of materials at site. | ||||||
| 8.01 | 1st.stage API Pipe L-210 A 65mm dia Wall thickness 4.80 mm Flange Table 28. RD - 0 to 480 | 480 | Rmt | 1,400 ₹6.7 L | 1,335 ₹6.4 L | 1,450 ₹7.0 L |
| 8.02 | 2nd.stage API Pipe L-210 A 65mm dia Wall thickness 4.80 mm Flange Table 28. RD - 0 to 550 | 550 | Rmt | 1,400 ₹7.7 L | 1,350 ₹7.4 L | 1,450 ₹8.0 L |
Tender Value
Refer Docs
EMD Value
₹34,420
Closing Date
13 Mar 2023, 11:00 amClosed
EE JSV Matiana
JSV Div Matiana
SH Replacement of Rising Main LWSS Sholvi Gadahkufar in Tehsil Theog.
2023_HPIPH_69512_1
JSV-DM/13546/1
Open Tender
Civil Works - Water Works
180 days
Gadhakufar
Please refer Tender documents.
2 documents required · 2 mandatory
₹400
Yes
EE Matiana
₹34,420
Yes
16 Mar 2026
23 Feb 2023
13 Mar 2023
23 Feb 2023
13 Mar 2023
23 Feb 2023
Amount
Excavation in Drains and channels etc. in earth work including dressing of side and bed and disposing of excavated earth upto a lead 20 metres and lift upto 1.50 metres disposed earth to be levelled and neatly dressed in pick jumper work 50% each. For Rising main of stage 1st and 2nd
Providing laying, jointing and Testing of plain ended API pipes with flowing steel grade confirming to ISO 3183 or equivalent API-5Lgrade 'A" of thickness as mentioned and grade designation with bevelled edge and capable of with standing required test pressure, in random length of 4-7 meters i/c testing and commissioning and cost of jointing with butt welding as per relevent ( leak proof) flange shall be provided at every 100 mtrs.) BIS specfication i/c cost of bends tail peieces, tees, reducers, increaser etc. as per site requirement and zinc coating as per IS 4736-1986 (th the direction of the Engineer in charge earth wrok in trenches to be measured and paid for seprately i/c all leads, lifts and carriage of materials at site.
1st.stage API Pipe L-210 A 65mm dia Wall thickness 4.80 mm Flange Table 28. RD - 0 to 480
2nd.stage API Pipe L-210 A 65mm dia Wall thickness 4.80 mm Flange Table 28. RD - 0 to 550
ROHIT BEAKTA
Pradeep Kumar
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