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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.4 LAccepted-Finance R O Y K PURA QAZIGUND ANANTNAG 192221 J K | ANANTNAG | JAMMU AND KASHMIR | 192221 | ₹27.4 L | L1 | Accepted-Finance Being L1 |
| 2 | L2₹31.5 L+₹4.1 L (15.0%)Rejected-Finance SKALZANGLING AIR PORT ROAD LEH LADAKH 194101 | LEH | LEH | LADAKH | 194101 | ₹31.5 L+₹4.1 L (15.0%) | L2 | Rejected-Finance Being L2 |
| 3 | L3₹35.3 L+₹7.9 L (28.8%)Rejected-Finance | ₹35.3 L+₹7.9 L (28.8%) | L3 | Rejected-Finance Being L3 |
| Sl No | Description | Qty | Unit | PADMA ENTERPRISES L2 | SATISH KUMAR AND SONS L3 | M/S BHAT ENGINEERS L1 |
|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out hard/dense soil. | 333.25 | Sqm | 100 ₹33,325 | 20 ₹6,665 Lowest | 40 ₹13,330 |
| 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. | 72.83 | Cubic Metre | 400 ₹29,132 | 140 ₹10,196.2 Lowest | 270 ₹19,664.1 |
| 3.00 | M & L for Plain Cement concrete using type D2 1:4:8 (40mm graded aggregate) in foundations, filling and mass concrete all as specified and as directed by Engineer-in-charge. Note : Quoted rate deemed to include the cost of necessary form work required. | 6.07 | Cubic Metre | 7,000 ₹42,490 | 6,500 ₹39,455 | 5,500 ₹33,385 Lowest |
| 4.00 | M & L for RCC type M-30 design mix (using 20mm graded crushed stone aggregate) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed in Engr-in-charge. Note : (i) Design mix shall be as per IS-456-2000 and IS-10262-2019.
(ii) Reinforcement shall be measured and paid separately.
(iii) Unit rate shall be deemed to include interalia for preliminary design mix, work test cubes as specified.
(iv) Admixture shall be added as per manufacturer instructions. The rate for admixture shall be deemed to be included in the quoted rate. | 25.71 | Cubic Metre | 10,000 ₹2,57,100 Lowest | 10,500 ₹2,69,955 | 11,000 ₹2,82,810 |
| 5.00 | Formwork for sides of concrete foundations, footings, Square or rectangular fair finished surface,bases of columns, raft and raft beams,sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or tobatter all as specified and directed by Engr-in-charge. | 130.61 | Sqm | 700 ₹91,427 | 500 ₹65,305 | 370 ₹48,325.7 Lowest |
| 6.00 | M & L for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engr-in-charge. | 1,659.23 | Kg | 130 ₹2,15,699.9 | 150 ₹2,48,884.5 | 118 ₹1,95,789.14 Lowest |
| 7.00 | M & L for Mild steel TMT bars 6 mm to 8 mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed by Engr-in-charge. | 209.03 | Kg | 130 ₹27,173.9 | 150 ₹31,354.5 | 118 ₹24,665.54 Lowest |
| 8.00 | M & L for Mild steel TMT bars but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed by Engr-in-charge. | 322.2 | Kg | 130 ₹41,886 | 150 ₹48,330 | 117 ₹37,697.4 Lowest |
| 9.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm using Hard/Dense Soil, complete all as specified and directed by Engr-in-charge. | 45.98 | Cubic Metre | 200 ₹9,196 | 50 ₹2,299 | 24 ₹1,103.52 Lowest |
| 10.00 | Removing excavated material n exc 50m and depositing where directed at a level n.exc. 1.5 mtr above the starting point complete all as specfied and directed by Engr-in-charge. | 76.84 | Cubic Metre | 200 ₹15,368 | 50 ₹3,842 Lowest | 85 ₹6,531.4 |
Tender Value
₹36.7 L
EMD Value
₹73,500
Closing Date
22 Apr 2026, 6:00 pmClosed
CWE(AF) Leh
HQ CWE(AF) Leh
AUGMENTATION OF ELECTRIC SUPPLY AT AIR FORCE STATION LEH
2026_MES_757580_1
81226/E8
Open Tender
Civil Works
Item Rate
180 days
GE(AF) Leh
As per NIT
10 documents required · 10 mandatory
₹500
GE (AF) Leh
₹73,500
Yes
8 Jun 2026
25 Mar 2026
24 Apr 2026
25 Mar 2026
22 Apr 2026
10 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out hard/dense soil. | 333.25 | 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. | 72.83 | Cubic Metre | - | - |
| 3 | M & L for Plain Cement concrete using type D2 1:4:8 (40mm graded aggregate) in foundations, filling and mass concrete all as specified and as directed by Engineer-in-charge. | 6.07 | Cubic Metre | - | - |
| 4 | M & L for RCC type M-30 design mix (using 20mm graded crushed stone aggregate) as in Foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed in Engr-in-charge. | 25.71 | Cubic Metre | - | - |
| 5 | Formwork for sides of concrete foundations, footings, Square or rectangular fair finished surface,bases of columns, raft and raft beams,sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or tobatter all as specified and directed in Engr-in-charge. | 130.61 | Sqm | - | - |
| 6 | M & L for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed in Engr-in-charge. | 1,659.23 | Kg | - | - |
| 7 | M & L for Mild steel TMT bars 6 mm to 8 mm dia, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed in Engr-in-charge. | 209.03 | Kg | - | - |
| 8 | M & L for Mild steel TMT bars but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed in Engr-in-charge. | 322.2 | Kg | - | - |
| 9 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm using Hard/Dense Soil, complete all as specified and directed in Engr-in-charge. | 45.98 | Cubic Metre | - | - |
| 10 | Removing excavated material n exc 50m and depositing where directed at a level n.exc. 1.5 mtr above the starting point complete all as specfied and directed in Engr-in-charge. | 76.84 | Cubic Metre | - | - |
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