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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.4 LAccepted-Finance | ₹40.4 L | L1 | Accepted-Finance Being lowest bidder. |
| 2 | L2₹40.5 L+₹11,953.90 (0.30%)Rejected-Finance | ₹40.5 L+₹11,953.90 (0.30%) | L2 | Rejected-Finance Other than lowest bidder. |
| 3 | L3₹44.2 L+₹3.8 L (9.53%)Rejected-Finance | ₹44.2 L+₹3.8 L (9.53%) | L3 | Rejected-Finance Other than lowest bidder. |
| 4 | L4₹45.4 L+₹5.1 L (12.5%)Rejected-Finance R O Y K PURA QAZIGUND ANANTNAG 192221 J K | ANANTNAG | JAMMU AND KASHMIR | 192221 | ₹45.4 L+₹5.1 L (12.5%) | L4 | Rejected-Finance Other than lowest bidder. |
| Sl No | Description | Qty | Unit | KALON INFRACON L2 | BETONG BUILDERS L1 | M/S BHAT ENGINEERS L4 | SHANTI ENTERPRISES L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n exc 15cm deep in hard/dense soil complete all as specified and directed by Engr-in-Charge | 335 | Sqm | 50 ₹16,750 Lowest | 110 ₹36,850 | 50 ₹16,750 Lowest | 90 ₹30,150 |
| 2.00 | Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil complete all as specified and directed by Engineer in Charge. | 23.22 | Cum | 430 ₹9,984.6 | 140 ₹3,250.8 Lowest | 290 ₹6,733.8 | 140 ₹3,250.8 Lowest |
| 3.00 | Excavating over areas, exc 1.5 m and n.exc. 3.00m deep and getting out in hard/dense soil complete all as specified and directed by Engineer in Charge. | 95.22 | Cum | 600 ₹57,132 | 100 ₹9,522 Lowest | 289 ₹27,518.58 | 140 ₹13,330.8 |
| 4.00 | Excavating over areas, exc 3 m and n.exc. 4.50 m deep and getting out in hard/dense soil complete all as specified and directed by Engineer in Charge. | 74.32 | Cum | 700 ₹52,024 | 120 ₹8,918.4 Lowest | 300 ₹22,296 | 240 ₹17,836.8 |
| 5.00 | Excavating over areas, exc. 4.50m deep and n.exc 6.00m deep in hard/dense soil and getting out complete all as specified and directed by Engr-in-Charge | 12.5 | Cum | 900 ₹11,250 | 120 ₹1,500 Lowest | 300 ₹3,750 | 280 ₹3,500 |
| 6.00 | Excavating in trenches in Hard / Dense soil , n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out complete all as specified and directed by Engr-in-Charge | 80 | Cum | 520 ₹41,600 | 150 ₹12,000 Lowest | 289 ₹23,120 | 340 ₹27,200 |
| 7.00 | M&L Plain Cement concrete Type B2 1:2:4 40 mm graded aggregate in foundations, filling and mass concrete complete all as specified and directed by Engr-in-Charge | 6.5 | Cum | 5,000 ₹32,500 Lowest | 5,500 ₹35,750 | 5,400 ₹35,100 | 5,900 ₹38,350 |
| 8.00 | M&L Reinforced cement concrete of M-30 (20mm graded aggregates) (design mix) Foundations, including rafts, footings, foundation beams; plinth beams; for columns, etc.; basement slabs, under-reamed and mass concrete complete all as specified and directed by Engineer in Charge. | 12 | Cum | 6,200 ₹74,400 Lowest | 8,000 ₹96,000 | 10,000 ₹1,20,000 | 6,300 ₹75,600 |
| 9.00 | M&L Reinforced cement concrete of M-30 (20mm graded aggregates) (design mix) Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed by Engr-in-Charge | 24 | Cum | 6,200 ₹1,48,800 Lowest | 7,200 ₹1,72,800 | 9,800 ₹2,35,200 | 6,300 ₹1,51,200 |
| 10.00 | M&L Reinforced cement concrete of M-30 (20mm graded aggregates) (design mix) Slabs supported on beams and columns in roofs, landings, balconies, canopies, deck slabs shelves and the like complete all as specified and directed by Engr-in-Charge | 11 | cum | 7,200 ₹79,200 Lowest | 8,800 ₹96,800 | 10,000 ₹1,10,000 | 8,200 ₹90,200 |
Tender Value
₹45.6 L
EMD Value
₹91,500
Closing Date
22 Jun 2026, 6:00 pmClosed
GE 860 EWS
GE 860 EWS PIN-913860
PROVN OF SEPTIC TANK WITH SOAKAGE WELL FOR 100 USERS NEAR BLDG NO P-310 AT 603 EME BN AND SPL REPAIR TO BLDG NO T-167 OF 217 MED REGT UNDER GE 860 EWS
2026_MES_766029_1
8160/2026-27/E8
Open Tender
Civil Works
Item Rate
270 days
KARU
As per tender documents
9 documents required · 9 mandatory
₹500
Yes
GE 860 EWS Karu
₹91,500
Yes
10 Aug 2026
25 May 2026
25 Jun 2026
25 May 2026
22 Jun 2026
8 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface dressing n exc 15cm deep in hard/dense soil complete all as specified and directed by Engr-in-Charge | 335 | Sqm | - | - |
| 2 | Excavating over areas, n exc 1.5 m deep and getting out in hard/dense soil complete all as specified and directed by Engineer in Charge. | 23.22 | Cum | - | - |
| 3 | Excavating over areas, exc 1.5 m and n.exc. 3.00m deep and getting out in hard/dense soil complete all as specified and directed by Engineer in Charge. | 95.22 | Cum | - | - |
| 4 | Excavating over areas, exc 3 m and n.exc. 4.50 m deep and getting out in hard/dense soil complete all as specified and directed by Engineer in Charge. | 74.32 | Cum | - | - |
| 5 | Excavating over areas, exc. 4.50m deep and n.exc 6.00m deep in hard/dense soil and getting out complete all as specified and directed by Engr-in-Charge | 12.5 | Cum | - | - |
| 6 | Excavating in trenches in Hard / Dense soil , n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out complete all as specified and directed by Engr-in-Charge | 80 | Cum | - | - |
| 7 | M&L Plain Cement concrete Type B2 1:2:4 40 mm graded aggregate in foundations, filling and mass concrete complete all as specified and directed by Engr-in-Charge | 6.5 | Cum | - | - |
| 8 | M&L Reinforced cement concrete of M-30 (20mm graded aggregates) (design mix) Foundations, including rafts, footings, foundation beams; plinth beams; for columns, etc.; basement slabs, under-reamed and mass concrete complete all as specified and directed by Engineer in Charge. | 12 | Cum | - | - |
| 9 | M&L Reinforced cement concrete of M-30 (20mm graded aggregates) (design mix) Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses complete all as specified and directed by Engr-in-Charge | 24 | Cum | - | - |
| 10 | M&L Reinforced cement concrete of M-30 (20mm graded aggregates) (design mix) Slabs supported on beams and columns in roofs, landings, balconies, canopies, deck slabs shelves and the like complete all as specified and directed by Engr-in-Charge | 11 | cum | - | - |
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