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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 LAccepted-AOC 00 GIRDHAR GARDEN KE SAMNE KHARI PHATAK ROAD VIDISHA VIDISHA MADHYA PRADESH 464001 | VIDISHA | MADHYA PRADESH | 464001 | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹8.6 L+₹1.6 L (23.3%)Rejected-AOC | L2 | Rejected-AOC Other than lowest bidder |
| Sl No | Description | Qty | Unit | SYNDICATE BUILDERS L2 | S R AND CO L1 |
|---|---|---|---|---|---|
| .01Schedule 'A' Section - I | |||||
| 1.00 | Rough excavation not exceeding 1.50 metre deep and getting out in soft/disintegrated rock complete all as specified and as directed. | 15.55 | Cubic metre | 450 ₹6,997.5 | 250 ₹3,887.5 Lowest |
| 2.00 | Rough excavation exceeding 1.50 metre deep but not exceeding 3.00m in depth getting out in soft/disintegrated rock complete all as specified and as directed. | 15.55 | Cubic metre | 550 ₹8,552.5 | 300 ₹4,665 Lowest |
| 3.00 | Excavation over areas not exceeding 1.50 metre deep and getting out in hard/dense soil complete all as specified and as directed. | 43.2 | Cubic metre | 450 ₹19,440 | 350 ₹15,120 Lowest |
| 4.00 | Material and labour for plain cement concrete 1:4:8 type D-2 (using 40 mm graded mechanically crushed stone aggregate), as in foundation filling and mass concrete, complete all as specified and directed. | 5.66 | Cubic metre | 5,150 ₹29,149 | 4,000 ₹22,640 Lowest |
| 5.00 | Material and labour for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and as directed. | 55 | Cubic metre | 5,350 ₹2,94,250 | 4,500 ₹2,47,500 Lowest |
| 6.00 | Material and Labour for raised pointing to random or polygonal rubble, uncoursed or brought upto course in Cement mortar 1:4 , complete all as specified. | 2.5 | X Square metre | 3,550 ₹8,875 | 1,500 ₹3,750 Lowest |
| 7.00 | Material and Labour for plain cement concrete 1:2:4 type B-1 (using 20 mm graded mechanically crushed stone aggregate) as in fixing of hold fasts, copings, bed plates,kerbs or mud stops, lintels upto 1.50m span, plinth courses , seismic and other bands and the like, finished the surface fair and even, including necessary form work complete all as specified and directed.
Note- If reinforced concrete, reinforcement shall be measured and paid for separately. | 0.25 | Cubic metre | 9,600 ₹2,400 | 5,000 ₹1,250 Lowest |
| 8.00 | Material and Labour for pre-cast cement concrete type C-1 1:3:6 (using 20 mm graded mechanically crushed stone aggregate), as in bond stone, etc. set in cement mortar (1:6), complete all as specified and directed. | 2 | Cubic metre | 8,650 ₹17,300 | 4,500 ₹9,000 Lowest |
| 9.00 | Material and labour for dry hand packing (any thickness) of broken stone or boulders, at back of walls over arches etc. and raising (or lowering) to the required level, complete all as specified and as directed. | 13.5 | Cubic metre | 2,350 ₹31,725 | 1,750 ₹23,625 Lowest |
Tender Value
₹9.6 L
EMD Value
₹19,180
Closing Date
23 Mar 2026, 6:00 pmClosed
Lt Col Jeethu Vijayan, Garrison Engineer, CEA
GARRISON ENGINEER KASAULI, DISTT SOLAN (HP) PIN 173204 PH 01792273107
PROVN OF TRG SHEEDS IN WPN TRG AREA FOR TRG OF RECTS AT 14 GTC SUBATHU UNDER GE KASAULI
2026_MES_755130_1
GEK-86/2025-26
Open Tender
Civil Works
Item Rate
180 days
SUBATHU
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE KASAULI
₹19,180
Yes
15 May 2026
3 Mar 2026
25 Mar 2026
3 Mar 2026
23 Mar 2026
18 Mar 2026
4 Mar 2026 - 7 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.01 | Schedule 'A' Section - I | - | - | - | - |
| 1 | Rough excavation not exceeding 1.50 metre deep and getting out in soft/disintegrated rock complete all as specified and as directed. | 15.55 | Cubic metre | - | - |
| 2 | Rough excavation exceeding 1.50 metre deep but not exceeding 3.00m in depth getting out in soft/disintegrated rock complete all as specified and as directed. | 15.55 | Cubic metre | - | - |
| 3 | Excavation over areas not exceeding 1.50 metre deep and getting out in hard/dense soil complete all as specified and as directed. | 43.2 | Cubic metre | - | - |
| 4 | Material and labour for plain cement concrete 1:4:8 type D-2 (using 40 mm graded mechanically crushed stone aggregate), as in foundation filling and mass concrete, complete all as specified and directed. | 5.66 | Cubic metre | - | - |
| 5 | Material and labour for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and as directed. | 55 | Cubic metre | - | - |
| 6 | Material and Labour for raised pointing to random or polygonal rubble, uncoursed or brought upto course in Cement mortar 1:4 , complete all as specified. | 2.5 | X Square metre | - | - |
| 7 | Material and Labour for plain cement concrete 1:2:4 type B-1 (using 20 mm graded mechanically crushed stone aggregate) as in fixing of hold fasts, copings, bed plates,kerbs or mud stops, lintels upto 1.50m span, plinth courses , seismic and other bands and the like, finished the surface fair and even, including necessary form work complete all as specified and directed.
Note- If reinforced concrete, reinforcement shall be measured and paid for separately. | 0.25 | Cubic metre | - | - |
| 8 | Material and Labour for pre-cast cement concrete type C-1 1:3:6 (using 20 mm graded mechanically crushed stone aggregate), as in bond stone, etc. set in cement mortar (1:6), complete all as specified and directed. | 2 | Cubic metre | - | - |
| 9 | Material and labour for dry hand packing (any thickness) of broken stone or boulders, at back of walls over arches etc. and raising (or lowering) to the required level, complete all as specified and as directed. | 13.5 | Cubic metre | - | - |
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