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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-Finance SKALZANGLING AIR PORT ROAD LEH LADAKH 194101 | LEH | LEH | LADAKH | 194101 | ₹1.2 Cr | L1 | Accepted-Finance Being L1 |
| 2 | L2₹1.2 Cr+₹4.1 L (3.42%)Rejected-Finance | ₹1.2 Cr+₹4.1 L (3.42%) | L2 | Rejected-Finance Being L2 |
| 3 | L3₹1.3 Cr+₹9.2 L (7.68%)Rejected-Finance NEW JAIL ROAD UDHAMPUR 182101 J K | UDHAMPUR | JAMMU AND KASHMIR | 182101 | ₹1.3 Cr+₹9.2 L (7.68%) | L3 | Rejected-Finance Being L3 |
| 4 | L4₹1.3 Cr+₹15.2 L (12.7%)Rejected-Finance 137 3 STREET NO 4 RAJINDER NAGAR DEHRADUN UK 248001 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹1.3 Cr+₹15.2 L (12.7%) | L4 | Rejected-Finance Being L4 |
| 5 | Rejected-Technical | - | - | Rejected-Technical contractor is E Class |
| Sl No | Description | Qty | Unit | SINGH CONST CO L3 | SHIV CHARAN GUPTA AND SONS L2 | PADMA ENTERPRISES L1 | M/S ANIL KUMAR L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out hard/dense soil complete all as specified and as directed by Engr-in-Charge. | 1,204.6 | Sqm | 65 ₹78,299 | 63 ₹75,889.8 Lowest | 150 ₹1,80,690 | 169 ₹2,03,577.4 |
| 2.00 | Excavating in trenches, 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 hard/dense soil complete all as specified and as directed by Engr-in-Charge. | 33.3 | Cubic Metre | 430 ₹14,319 | 234 ₹7,792.2 Lowest | 450 ₹14,985 | 1,569 ₹52,247.7 |
| 3.00 | 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. | 190.74 | Cubic Metre | 500 ₹95,370 | 180 ₹34,333.2 Lowest | 450 ₹85,833 | 1,799 ₹3,43,141.26 |
| 4.00 | M & L for 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: (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 (v) Quoted rate deemed to include the cost of necessary formwork. | 19.27 | Cubic Metre | 5,000 ₹96,350 Lowest | 6,300 ₹1,21,401 | 8,000 ₹1,54,160 | 7,999 ₹1,54,140.73 |
| 5.00 | M & L for Cement concrete using type B2 1:2:4 (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 formwork. | 29.93 | Cubic Metre | 6,500 ₹1,94,545 Lowest | 8,550 ₹2,55,901.5 | 9,000 ₹2,69,370 | 7,999 ₹2,39,410.07 |
| 6.00 | 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. | 70.02 | Cubic Metre | 10,500 ₹7,35,210 | 9,990 ₹6,99,499.8 Lowest | 10,000 ₹7,00,200 | 14,999 ₹10,50,229.98 |
| 7.00 | Formwork for sides of concrete foundations, footings, Flat or 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. | 359.98 | Sqm | 600 ₹2,15,988 | 630 ₹2,26,787.4 | 700 ₹2,51,986 | 259 ₹93,234.82 Lowest |
| 8.00 | 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 in Engr-in-charge. | 4,492.97 | Kg | 150 ₹6,73,945.5 | 117 ₹5,25,677.49 Lowest | 135 ₹6,06,550.95 | 159 ₹7,14,382.23 |
| 9.00 | 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 in Engr-in-charge. | 547.47 | Kg | 150 ₹82,120.5 | 117 ₹64,053.99 Lowest | 135 ₹73,908.45 | 159 ₹87,047.73 |
| 10.00 | 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 in Engr-in-charge. | 1,080.33 | Kg | 150 ₹1,62,049.5 | 117 ₹1,26,398.61 Lowest | 130 ₹1,40,442.9 | 159 ₹1,71,772.47 |
Tender Value
₹1.4 Cr
EMD Value
₹1.8 L
Closing Date
27 Apr 2026, 4:00 pmClosed
CWE(AF) Leh
HQ CWE(AF) Leh
PROVN OF WEATHER SHELTERS FOR STORING EQUIOMENT AT CERTAIN LOCATIONS AT AF STN LEH
2026_MES_757609_1
81231/E8
Open Tender
Civil Works
Item Rate
180 days
GE(AF) Leh
As per NIT
10 documents required · 10 mandatory
₹1,000
Yes
GE (AF) Leh
₹1.8 L
Yes
11 Jun 2026
25 Mar 2026
29 Apr 2026
25 Mar 2026
27 Apr 2026
15 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. | 1,204.6 | Sqm | - | - |
| 2 | Excavating in trenches, 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 hard/dense soil. | 33.3 | Cubic Metre | - | - |
| 3 | 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. | 190.74 | Cubic Metre | - | - |
| 4 | M & L for 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. | 19.27 | Cubic Metre | - | - |
| 5 | M & L for Cement concrete using type B2 1:2:4 (40mm graded aggregate) in foundations, filling and mass concrete all as specified and as directed by Engineer-in-charge. | 29.93 | Cubic Metre | - | - |
| 6 | 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. | 70.02 | Cubic Metre | - | - |
| 7 | Formwork for sides of concrete foundations, footings, Flat or 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. | 359.98 | Sqm | - | - |
| 8 | 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. | 4,492.97 | Kg | - | - |
| 9 | 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. | 547.47 | Kg | - | - |
| 10 | 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. | 1,080.33 | Kg | - | - |
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