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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.6 LAccepted-AOC | L1 | Accepted-AOC BEING LOWEST | |
| 2 | L2₹38.8 L+₹2.2 L (6.09%)Rejected-Finance H NO 816 NEAR GANDHI CHOWK KALKA 133302 HARYANA | KALKA | PANCHKULA | HARYANA | 133302 | L2 | Rejected-Finance BEING NOT LOWEST | |
| 3 | L3₹39.7 L+₹3.1 L (8.56%)Rejected-Finance VILL PO POOH DISTT KINNAUR 172111 HP | KINNAUR | HIMACHAL PRADESH | 172111 | L3 | Rejected-Finance BEING NOT LOWEST | |
| 4 | L4₹40.1 L+₹3.5 L (9.62%)Rejected-Finance H NO 74 6 JUTOGH CANTT SHIMLA HP 171 008 | SHIMLA | HIMACHAL PRADESH | 171008 | L4 | Rejected-Finance BEING NOT LOWEST | |
| 5 | L4₹41.8 L+₹5.3 L (14.4%)Rejected-Finance | L4 | Rejected-Finance BEING NOT LOWEST |
Tender Value
₹38.8 L
EMD Value
₹77,540
Closing Date
24 Feb 2024, 6:00 pmClosed
GE 863 EWS
GE 863 EWS, C/O 56 APO
PROVN OF RETAINING WALL ALONG WESTERN BOUNDARY FACING SATLUJ RIVER IN JCOS LIVING ACCN OF 172 MED REGT AT PRITHI MIL STATION IN THE AREA OF AGE BR II PMS UNDER GE 863 EWS
2024_MES_642993_1
GE/863/EWS-T-70 OF 2023-24
Limited
Civil Works
Item Rate
75 days
AVERIPATTI
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE 863 EWS
₹77,540
Yes
28 Feb 2024
17 Feb 2024
26 Feb 2024
17 Feb 2024
24 Feb 2024
17 Feb 2024
Amount
Excavating over areas, n exc 1.5 m deep and getting out in hard dense soil, complete all as specified & directed by Engr-in-charge.
M & L for PCC 1:4:8 type D-2 using 40mm graded stone aggregate as in foundation of retaining wall, complete all as specified & directed by Engr-in-charge.
M & L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:4, complete all as specified & directed by Engr-in-charge.
M & L for pre-cast PCC 1:3:6 type C-I using 20mm graded stone aggregate as in bond stone, set in cement mortar 1:6, complete all as specified & directed by Engr-in-charge.
M & L for PCC 1:2:4 type B-1 using 20mm graded stone aggregate as in coping to retaining wall/steps, complete all as specified & directed by Engr-in-charge.
M & L for raised pointing to RR stone walling with cement mortar 1 :3, complete all as specified & directed by Engr-in-charge.
Returning filling in including spreading, leveling, watering and well ramming in layers n.exc 25 cm thick, complete all as specified & directed by Engr-in-charge.
Removing excavated soil n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified & directed by Engr-in-charge.
S&F PVC SWR pipe 110mm bore fixed in retaining wall as spout pipe, complete all as specified & directed by Engr-in-charge.
Extra over stone walling up to 40mm for hammer dressing to face stone and dressing of face, bed and joint as specified for random rubble walling uncoursed, complete all as specified & directed by Engr-in-charge.
Loose filling with Broken stone of gauge 80 to 150 mm in back of retaining wall, soakage pits, soakage wells etc., complete all as specified & directed by Engr-in-charge.
Earth filling/Forming embankments including raising (or lowering) earth, spreading in layers n exc. 30 cm thick; watering, ramming/rolling and finishing to required size, shape, etc.,n.exc. 1.5m high from base, complete all as specified & directed by Engr-in-charge.
M&L for 300 mm bore reinforced concrete pipes, class NP2, laid and jointed complete with collars and jointed all as specified and directed by Engr-in-charge.
M&L for PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in bed to drain pipe, incl packing under and haunching against the sides of pipe 300 mm bore after they are laid and tested, complete all as specified and directed by Engr-in-charge.
m/s jupiter builders
M/S Shamsher Negi Dewa
M/S SHIV NATH ENTERPRISES
A P ENTERPRISES
M/S Gulab Singh
NSK TRADER
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