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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.1 LAccepted-AOC VILL POST SHIASO TEH POOH DISTT KINNAUR PIN 172110 HP | SHIASO | KINNAUR | HIMACHAL PRADESH | 172110 | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹26.5 L+₹2.4 L (10.1%)Rejected-Finance H NO 24 BEHIND GURUDWARA JUTOGH CANTT SHIMLA HP 171008 | SHIMLA | HIMACHAL PRADESH | 171008 | L2 | Rejected-Finance Not Lowest Bidder | |
| 3 | L3₹28.9 L+₹4.8 L (20.2%)Rejected-Finance H NO 74 6 JUTOGH CANTT SHIMLA HP 171 008 | SHIMLA | HIMACHAL PRADESH | 171008 | L3 | Rejected-Finance Not Lowest Bidder | |
| 4 | L4₹32.8 L+₹8.7 L (36.2%)Rejected-Finance | L4 | Rejected-Finance Not Lowest Bidder |
| Sl No | Description | Qty | Unit | M/S J.S.ENTERPRISES L2 | A P ENTERPRISES L4 | M/S PYARE LAL L1 | M/S SHIV NATH ENTERPRISES L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over areas, n.exc 1.5m deep and getting out in hard/dense soil complete all as specified and as directed. | 155 | Cum | 300 ₹46,500 | 150 ₹23,250 Lowest | 600 ₹93,000 | 200 ₹31,000 |
| 2.00 | M&L for P.C.C 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed. | 21.5 | Cum | 4,000 ₹86,000 | 6,200 ₹1,33,300 | 650 ₹13,975 Lowest | 3,000 ₹64,500 |
| 3.00 | M&L for walling of random rubble stone masonry uncoursed, well bonded, bedded and solidly hearted built in CM 1:6. complete all as specified and as directed. | 480 | Cum | 4,650 ₹22,32,000 | 5,600 ₹26,88,000 | 4,000 ₹19,20,000 Lowest | 4,700 ₹22,56,000 |
| 4.00 | M&L for Precast PCC 1:3:6 type C1 using 20mm graded stone agg as in bond stone, set in Cement mortar 1:6 complete all as specified and directed. | 16 | Cum | 4,000 ₹64,000 | 11,500 ₹1,84,000 | 899 ₹14,384 Lowest | 3,200 ₹51,200 |
| 5.00 | M&L for Raised pointing to random or polygonal rubble, uncoursed or brought upto courses in cement mortar 1:3 complete all as specified and directed. | 17 | X SQM | 1,700 ₹28,900 | 3,500 ₹59,500 | 500 ₹8,500 Lowest | 1,000 ₹17,000 |
| 6.00 | M&L for PCC 1:2:4 type B-1 using 20mm graded aggregate as in coping to retaining wall/steps complete all as specified and directed | 2.5 | Cum | 6,000 ₹15,000 | 11,500 ₹28,750 | 910 ₹2,275 Lowest | 3,300 ₹8,250 |
| 7.00 | Returning, filling in, including spreading, levelling , watering, and well ramming in layers n.exc 25 cm thick complete all as specified and as directed. | 9 | Cum | 90 ₹810 Lowest | 100 ₹900 | 500 ₹4,500 | 150 ₹1,350 |
| 8.00 | Removing excavated material (Soil) to a distance exc 50 m but
n. exc 150m and depositing where directed at a level n. exc. 1.5m above the starting point complete all as specified and as directed. | 146 | Cum | 100 ₹14,600 Lowest | 100 ₹14,600 Lowest | 500 ₹73,000 | 200 ₹29,200 |
| 9.00 | 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 and directed. | 170 | Sqm | 150 ₹25,500 | 220 ₹37,400 | 850 ₹1,44,500 | 50 ₹8,500 Lowest |
| 10.00 | S&F 110 mm bore PVC (SWR) pipes single socketed for weep holes, in any length with rubber ring joints complete all as specified and directed. | 162 | RM | 333 ₹53,946 Lowest | 350 ₹56,700 | 500 ₹81,000 | 450 ₹72,900 |
Tender Value
₹38.6 L
EMD Value
₹77,180
Closing Date
29 Oct 2025, 6:00 pmClosed
GE 863 EWS
GE 863 EWS, c/o 56 APO
GE/863/EWS-T-62 OF 2025-26 PROVISION OF RETAINING WALL NEAR BUILDING NO P- 27 AT JHAKRI GARRISON
2025_MES_735702_1
GE/863/EWS-T-62 OF 2025-26 PROVISION OF RETAINING WALL NEAR BUILDING NO P- 27 AT JHAKRI GARRISON U
Open Tender
Civil Works
Item Rate
120 days
Jhakri
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE 863 EWS
₹77,180
Yes
29 Nov 2025
17 Oct 2025
31 Oct 2025
17 Oct 2025
29 Oct 2025
24 Oct 2025
Amount
Excavation over areas, n.exc 1.5m deep and getting out in hard/dense soil complete all as specified and as directed.
M&L for P.C.C 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundation filling and mass concrete complete all as specified and as directed.
M&L for walling of random rubble stone masonry uncoursed, well bonded, bedded and solidly hearted built in CM 1:6. complete all as specified and as directed.
M&L for Precast PCC 1:3:6 type C1 using 20mm graded stone agg as in bond stone, set in Cement mortar 1:6 complete all as specified and directed.
M&L for Raised pointing to random or polygonal rubble, uncoursed or brought upto courses in cement mortar 1:3 complete all as specified and directed.
M&L for PCC 1:2:4 type B-1 using 20mm graded aggregate as in coping to retaining wall/steps complete all as specified and directed
Returning, filling in, including spreading, levelling , watering, and well ramming in layers n.exc 25 cm thick complete all as specified and as directed.
Removing excavated material (Soil) to a distance exc 50 m but n. exc 150m and depositing where directed at a level n. exc. 1.5m above the starting point complete all as specified and as directed.
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 and directed.
S&F 110 mm bore PVC (SWR) pipes single socketed for weep holes, in any length with rubber ring joints complete all as specified and directed.
Hand packing (any thickness) at back of walls with broken stone or bouders and raising (or lowering) to the required level complete all as specified and directed
M/S J.S.ENTERPRISES (BID ID -3458812)
M/S SHIV NATH ENTERPRISES (BID ID -3462916)
A P ENTERPRISES (BID ID -3460495)
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