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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.2 LAdmitted-Finance FLAT NO A 402 SHANKAR HEIGHTS NEAR CHETANA SCHOOL HAJI MALANG ROAD KALYAN EAST THANE MUMBAI 421 306 | THANE | MAHARASHTRA | 421306 | ₹25.2 L | L1 | Admitted-Finance |
| 2 | L2₹26.5 L+₹1.3 L (4.98%)Admitted-Finance | ₹26.5 L+₹1.3 L (4.98%) | L2 | Admitted-Finance |
| 3 | L3₹28.0 L+₹2.8 L (11.0%)Admitted-Finance | ₹28.0 L+₹2.8 L (11.0%) | L3 | Admitted-Finance |
| 4 | L4₹29.4 L+₹4.2 L (16.5%)Admitted-Finance 2A 1498 POST OFFICE ROAD SAHARANPUR UP | SAHARANPUR | SAHARANPUR | UP | ₹29.4 L+₹4.2 L (16.5%) | L4 | Admitted-Finance |
| 5 | L5₹32.9 L+₹7.7 L (30.6%)Admitted-Finance | ₹32.9 L+₹7.7 L (30.6%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/s Ravindra Kumar Gupta & Sons L2 | Gupta Enterprises L1 | M/S VIDHATA CONSTRUCTIONS L3 | RAM PRAKASH & ASSOCIATES L4 | ABHINAV KUMAR L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out any type of soil complete all as specified and directed.. | 164.63 | Sqm | 10 ₹1,646.3 Lowest | 10 ₹1,646.3 Lowest | 35 ₹5,762.05 | 150 ₹24,694.5 | 22 ₹3,621.86 |
| 2.00 | Excavation in trenches n exc 1.5m wide and n exc 1.5m in depth, for foundation, etc or for shafts, wells, cesspits, manholes, pier holes, etc n exc10 sqm on plan and n exc 1.5m in depth and getting out any type of soil complete all as specified and directed. | 52.91 | Cum | 200 ₹10,582 | 120 ₹6,349.2 Lowest | 350 ₹18,518.5 | 250 ₹13,227.5 | 250 ₹13,227.5 |
| 3.00 | M &L Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact | 75 | Sqm | 50 ₹3,750 Lowest | 85 ₹6,375 | 50 ₹3,750 Lowest | 120 ₹9,000 | 122 ₹9,150 |
| 4.00 | M&L Treating the top surface of filled earth,under plith protuction at the rate of 5 litres of emulsion per square metre of surface | 120 | Sqm | 50 ₹6,000 | 85 ₹10,200 | 30 ₹3,600 Lowest | 120 ₹14,400 | 122 ₹14,640 |
| 5.00 | M&L PCC 1:4:8 type D2 (using 40mm graded stone aggregate)as in foundation , filling and mass concrete complete all as specified and directed. | 6.96 | Cum | 3,900 ₹27,144 | 2,200 ₹15,312 Lowest | 4,050 ₹28,188 | 5,500 ₹38,280 | 3,555 ₹24,742.8 |
| 6.00 | M & L brick work with sub class 'B' old size bricks straight or curved on plan exc.6m mean radius built in cm 1:6 complete all as specified and directed. | 40.54 | Cum | 4,000 ₹1,62,160 | 5,000 ₹2,02,700 | 3,910 ₹1,58,511.4 Lowest | 5,500 ₹2,22,970 | 5,000 ₹2,02,700 |
| 7.00 | M&L half brick thick brick work with sub class "B" bricks straigth or curved on plan exc 6m mean radius built in CM (1:4) complete all as specified. | 19.06 | Sqm | 600 ₹11,436 Lowest | 650 ₹12,389 | 1,550 ₹29,543 | 800 ₹15,248 | 655 ₹12,484.3 |
| 8.00 | Returing, filling in any type of soil including spreading, levelling, watering and well ramming in layers not exc 25 cm thick, in any type of soil complete all as specified and directed. | 37.91 | Cum | 50 ₹1,895.5 | 30 ₹1,137.3 Lowest | 100 ₹3,791 | 100 ₹3,791 | 155 ₹5,876.05 |
| 9.00 | Removing excavated material ( surplus soil) to a distance not exceeding 50 Mtr and depositing where directed at a level not exceeding 1.5 Mtr above the starting point complete all as specifed and directed. | 15 | Cum | 50 ₹750 | 30 ₹450 | 100 ₹1,500 | 100 ₹1,500 | 22 ₹330 Lowest |
| 10.00 | M&L for sand filling under floors or in foundations including watering and consolidationin layers n.exc.25 cm thick under floor complete all as specified and directed. | 21.15 | Cum | 700 ₹14,805 | 500 ₹10,575 Lowest | 1,850 ₹39,127.5 | 1,500 ₹31,725 | 1,888 ₹39,931.2 |
Tender Value
₹36 L
EMD Value
₹72,000
Closing Date
31 Jul 2026, 6:00 pmClosed
GE Clement Town
GE Clement Town MES Dehradun
PROVN OF GUARD ROOM WITH TOILET AND BATHROOM FOR BARRIER GATE NO. 1 GUARD (BG-1) AT CLEMENT TOWN, DEHRADUN
2026_MES_776196_1
GE/CLT/ Of 2026-27
Open Tender
Civil Works
Item Rate
180 days
GE Clement Town
As per tender
7 documents required · 7 mandatory
₹500
GE Clement Town
₹72,000
Yes
22 Aug 2026
3 Jul 2026
7 Aug 2026
3 Jul 2026
31 Jul 2026
17 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc 30cm deep and averaging 15cm deep and getting out any type of soil complete all as specified and directed.. | 164.63 | Sqm | - | - |
| 2 | Excavation in trenches n exc 1.5m wide and n exc 1.5m in depth, for foundation, etc or for shafts, wells, cesspits, manholes, pier holes, etc n exc10 sqm on plan and n exc 1.5m in depth and getting out any type of soil complete all as specified and directed. | 52.91 | Cum | - | - |
| 3 | M &L Treating the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact | 75 | Sqm | - | - |
| 4 | M&L Treating the top surface of filled earth,under plith protuction at the rate of 5 litres of emulsion per square metre of surface | 120 | Sqm | - | - |
| 5 | M&L PCC 1:4:8 type D2 (using 40mm graded stone aggregate)as in foundation , filling and mass concrete complete all as specified and directed. | 6.96 | Cum | - | - |
| 6 | M & L brick work with sub class 'B' old size bricks straight or curved on plan exc.6m mean radius built in cm 1:6 complete all as specified and directed. | 40.54 | Cum | - | - |
| 7 | M&L half brick thick brick work with sub class "B" bricks straigth or curved on plan exc 6m mean radius built in CM (1:4) complete all as specified. | 19.06 | Sqm | - | - |
| 8 | Returing, filling in any type of soil including spreading, levelling, watering and well ramming in layers not exc 25 cm thick, in any type of soil complete all as specified and directed. | 37.91 | Cum | - | - |
| 9 | Removing excavated material ( surplus soil) to a distance not exceeding 50 Mtr and depositing where directed at a level not exceeding 1.5 Mtr above the starting point complete all as specifed and directed. | 15 | Cum | - | - |
| 10 | M&L for sand filling under floors or in foundations including watering and consolidationin layers n.exc.25 cm thick under floor complete all as specified and directed. | 21.15 | Cum | - | - |
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