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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.2 LAccepted-Finance VPO BAILLY TEHSIL DALHOUSIE DISTT CHAMBA HP PIN 176303 | CHAMBA | HIMACHAL PRADESH | 176303 | ₹5.2 L | L1 | Accepted-Finance Lowest Tenderer |
| 2 | L2₹6.3 LRejected-Finance NEAR CIVIL HOSPITAL WARD NO 07 VPO CHOWARI DISTT CHAMBA HP 176302 | CHOWARI | CHAMBA | HP | 176302 | ₹6.3 L | L2 | Rejected-Finance Other than Lowest Tenderer |
| 3 | L3₹7.0 LRejected-Finance | ₹7.0 L | L3 | Rejected-Finance Other than Lowest Tenderer |
| Sl No | Description | Qty | Unit | m/S Varun Gupta L2 | M/S WALIA ENGINEERS L3 | Havish Construction L1 |
|---|---|---|---|---|---|---|
| 1.00 | Dismantling of brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles all as specified and directed | 69 | Cum | 355 ₹24,495 | 200 ₹13,800 | 250 ₹17,250 |
| 2.00 | Dismantling of Stone slabs and tiles of any description or thickness in floors, aprons etc.laid bededd and pointed in any mortar complete all as specified | 8.35 | Xsqm | 500 ₹4,175 | 900 ₹7,515 | 500 ₹4,175 |
| 3.00 | Excavation over area not exc 1.5 m deep in any type of soil and getting out complete all as specified. | 15 | Cum | 225 ₹3,375 | 450 ₹6,750 | 250 ₹3,750 |
| 4.00 | Returning, filling in (soil) including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil complete all as specified | 3 | Cum | 80 ₹240 | 200 ₹600 | 150 ₹450 |
| 5.00 | Removal of excavated material (soil) to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5m above the starting point, complete all as specified | 12 | Cum | 115 ₹1,380 | 200 ₹2,400 | 200 ₹2,400 |
| 6.00 | M & L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, brought up to courses built in cement mortar 1:6 all as specified and directed | 64 | Cum | 4,500 ₹2,88,000 | 5,500 ₹3,52,000 | 4,000 ₹2,56,000 |
| 7.00 | All as item 6 above but except stone all as specified and directed | 5 | Cum | 2,000 ₹10,000 | 2,500 ₹12,500 | 1,500 ₹7,500 |
| 8.00 | M&L for PCC 1:4:8 type D-2 using 40mm graded crushed stone aggregate in foundations, filling and mass concrete including Demolition of existing concrete of any description and in any position not otherwise specifically complete all as specified and directed. | 5 | Cum | 3,890 ₹19,450 | 4,500 ₹22,500 | 4,500 ₹22,500 |
| 9.00 | M&L for PCC 1:2:4 type B1using 20 mm graded stone aggregate as in coping and the like including weathering, slightly rounded or chamfered angle and throathing including necessary form work complete all as specified and directed by Engineer-in-Charge. | 2 | Cum | 6,500 ₹13,000 | 4,500 ₹9,000 | 5,000 ₹10,000 |
| 10.00 | M & L for extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses with maximum depression on face from straight edge held against the dresses surface not exc 20mm on granite or trap stone complete all as specified and directed | 15 | Sqm | 155 ₹2,325 | 600 ₹9,000 | 85 ₹1,275 |
Tender Value
₹9 L
EMD Value
₹18,000
Closing Date
10 Jun 2026, 6:00 pmClosed
AGE(I) DALHOUSIE PIN-176305
AGE(I) Dalhousie Cantt
REPAIR/ REPLACEMENT OF RETAINING WALL, COMPOUND WALL, PATH, DRAIN AND OTHER MISC WORK AT VIJAY VIHAR, MH, BALOON AND MANKOT AREA UNDER AGE(I) DALHOUSIE CANTT
2026_MES_766172_1
AGE(I)/D-14/2026-27
Open Tender
Civil Works
180 days
AGE(I) DALHOUSIE
Class E and above category a(i)
8 documents required · 8 mandatory
₹500
AGE(I) DALHOUSIE
₹18,000
Yes
3 Jul 2026
18 May 2026
17 Jun 2026
18 May 2026
10 Jun 2026
2 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling of brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles all as specified and directed | 69 | Cum | - | - |
| - | Dismantling of Stone slabs and tiles of any description or thickness in floors, aprons etc.laid bededd and pointed in any mortar complete all as specified | 8.35 | Xsqm | - | - |
| - | Excavation over area not exc 1.5 m deep in any type of soil and getting out complete all as specified. | 15 | Cum | - | - |
| - | Returning, filling in (soil) including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick in any type of soil complete all as specified | 3 | Cum | - | - |
| - | Removal of excavated material (soil) to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.5m above the starting point, complete all as specified | 12 | Cum | - | - |
| - | M & L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, brought up to courses built in cement mortar 1:6 all as specified and directed | 64 | Cum | - | - |
| - | All as item 6 above but except stone all as specified and directed | 5 | Cum | - | - |
| - | M&L for PCC 1:4:8 type D-2 using 40mm graded crushed stone aggregate in foundations, filling and mass concrete including Demolition of existing concrete of any description and in any position not otherwise specifically complete all as specified and directed. | 5 | Cum | - | - |
| - | M&L for PCC 1:2:4 type B1using 20 mm graded stone aggregate as in coping and the like including weathering, slightly rounded or chamfered angle and throathing including necessary form work complete all as specified and directed by Engineer-in-Charge. | 2 | Cum | - | - |
| - | M & L for extra over stone walling for hammer dressing to face stones and dressing of face beds and joints, as specified, of random rubble walling, uncoursed or brought upto courses with maximum depression on face from straight edge held against the dresses surface not exc 20mm on granite or trap stone complete all as specified and directed | 15 | Sqm | - | - |
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