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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.2 LAccepted-AOC | ₹12.2 L Quoted ₹12.3 L | L1 | Accepted-AOC Being L1 bidder |
| 2 | L2₹14.5 L+₹2.2 L (17.8%)Rejected-Finance BOGDANG NUBRA PIN 194101 | BOGDANG | NUBRA | LADAKH | 194101 | ₹14.5 L+₹2.2 L (17.8%) | L2 | Rejected-Finance Being other then L1 bidder |
| 3 | L3₹15.0 L+₹2.7 L (22.2%)Rejected-Finance MURSTEY COLONY PLOT NO 16 LEH 194101 LADAKH | LEH LADAKH | LADAKH | 194101 | ₹15.0 L+₹2.7 L (22.2%) | L3 | Rejected-Finance Being other then L1 bidder |
| 4 | L4₹16.2 L+₹3.9 L (31.9%)Rejected-Finance | ₹16.2 L+₹3.9 L (31.9%) | L4 | Rejected-Finance Being other then L1 bidder |
| 5 | L5₹17.5 L+₹5.2 L (42.4%)Rejected-Finance R O ZANGSTI LEH LADAKH 194101 | LEH | LEH | LADAKH | 194101 | ₹17.5 L+₹5.2 L (42.4%) | L5 | Rejected-Finance Being other then L1 bidder |
| Sl No | Description | Qty | Unit | Mehar Enterprises L6 | M/S GHULAM MOHAMMAD CHATAPA L4 | SHUBHAM ENGINEERS & BUILDERS L7 | POWG PROJECTS PRIVATE LIMITED L1 | MEHDI ALI L2 | M/s Mayeen Ul Haq Rather L9 | M/S SHAMSHER ALI SUFI L3 | M/S INDUS HIMALAYAN EXPLORERS L8 | MS SHOWKAT ALIJOO L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 exc1.5 m in depth and getting out hard dense soil complete all as specified and directed by Engr-in-Charge. | 5 | cum | 230 ₹1,150 Lowest | 550 ₹2,750 | 450 ₹2,250 | 600 ₹3,000 | 430 ₹2,150 | 1,200 ₹6,000 | 430 ₹2,150 | 650 ₹3,250 | 850 ₹4,250 |
| 2.00 | M&L Precast cement concrete solid blocks masonry exc 10 cm in width in pcc 1:3:6 type C1, using 20 mm graded stone aggregate & set in cement motar 1:6, complete all as specified and directed by Engr-in-Charge. | 15 | Cum | 8,330 ₹1,24,950 | 8,000 ₹1,20,000 | 8,500 ₹1,27,500 | 8,173 ₹1,22,595 | 7,499 ₹1,12,485 Lowest | 9,500 ₹1,42,500 | 7,999.99 ₹1,19,999.85 | 8,000 ₹1,20,000 | 9,000 ₹1,35,000 |
| 3.00 | Removal excavated material n,exc 50m and depositing where directed at a level n.exc 1.5 m above the startig point complete all as specified and directed by Engr-in-Charge. | 4 | Cum | 111 ₹444 Lowest | 150 ₹600 | 200 ₹800 | 272 ₹1,088 | 122 ₹488 | 900 ₹3,600 | 122 ₹488 | 250 ₹1,000 | 150 ₹600 |
| 4.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed by Engr-in-Charge. | 1 | Cum | 66 ₹66 Lowest | 150 ₹150 | 200 ₹200 | 118 ₹118 | 99 ₹99 | 1,200 ₹1,200 | 99 ₹99 | 150 ₹150 | 150 ₹150 |
| 5.00 | M&L PCC 1:4:8 Type D2 (using 40mm graded stone aggregate) as in foundaion, filling and mass concrete. complete all as specified and directed complete all as specified and directed by Engr-in-Charge. | 1 | Cum | 5,660 ₹5,660 | 6,599 ₹6,599 | 6,000 ₹6,000 | 4,660 ₹4,660 Lowest | 6,599 ₹6,599 | 7,000 ₹7,000 | 6,599 ₹6,599 | 7,500 ₹7,500 | 6,599 ₹6,599 |
| 6.00 | M&L for RCC 1:2:4 20 mm graded stone agg as in roofs Kerb in lintel upto 1.5 m clear span cills, steps, seismic and other similar bends, plinth courses, string courses etc complete all as specified and directed by Engr-in-Charge. | 1.1 | Cum | 9,999 ₹10,998.9 | 8,000 ₹8,800 | 7,800 ₹8,580 | 7,195 ₹7,914.5 Lowest | 8,000 ₹8,800 | 8,500 ₹9,350 | 8,000 ₹8,800 | 8,000 ₹8,800 | 8,000 ₹8,800 |
| 7.00 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and directed by Engr-in-Charge. | 11 | Sqm | 330 ₹3,630 | 550 ₹6,050 | 450 ₹4,950 | 268 ₹2,948 Lowest | 440 ₹4,840 | 900 ₹9,900 | 440 ₹4,840 | 650 ₹7,150 | 550 ₹6,050 |
| 8.00 | S&F for Mild steel 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 reinforcement 10 mm and over complete all as specified and directed by Engr-in-Charge. | 113 | Kgs | 123 ₹13,899 | 180 ₹20,340 | 115 ₹12,995 | 70 ₹7,910 Lowest | 110 ₹12,430 | 110 ₹12,430 | 110 ₹12,430 | 250 ₹28,250 | 250 ₹28,250 |
| 9.00 | All as per item No. 8 above here-in- before but up to and including 6 to 8 mm dia in stirrups, spacers and binders as in columns and beams etc. as specified and directed by Engr-in-Charge. | 13 | Kgs | 126 ₹1,638 | 180 ₹2,340 | 115 ₹1,495 | 65 ₹845 Lowest | 110 ₹1,430 | 110 ₹1,430 | 110 ₹1,430 | 250 ₹3,250 | 180 ₹2,340 |
| 10.00 | Material & Labour 25mm thick PCC 1:2:4 type B-0 using12.5mm graded crushed stone aggregate as in sub base and finished surface as in received tiles complete all as specified and as directed. | 47 | Sqm | 196 ₹9,212 | 250 ₹11,750 | 300 ₹14,100 | 170 ₹7,990 Lowest | 199 ₹9,353 | 1,500 ₹70,500 | 199 ₹9,353 | 350 ₹16,450 | 250 ₹11,750 |
Tender Value
₹14.4 L
EMD Value
₹28,900
Closing Date
13 Aug 2026, 6:00 pmClosed
GE 865 EWS
GE 865 EWS PIN-913865 C/o 56 APO
ADDN ALTN TO BLDG NO T 238 AND BLDG NO T 240 UNDER AGE BR II OF GE 865 EWS LEH
2026_MES_765775_2
865/EWS(NIT-101)/2026-27
Open Tender
Civil Works
Item Rate
180 days
GE 865 EWS Leh
Pl refer tender documents
9 documents required · 9 mandatory
₹500
GE 865 EWS
₹28,900
Yes
14 Sept 2026
30 Jul 2026
21 Aug 2026
30 Jul 2026
13 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 exc1.5 m in depth and getting out hard dense soil complete all as specified and directed by Engr-in-Charge. | 5 | cum | - | - |
| 2 | M&L Precast cement concrete solid blocks masonry exc 10 cm in width in pcc 1:3:6 type C1, using 20 mm graded stone aggregate & set in cement motar 1:6, complete all as specified and directed by Engr-in-Charge. | 15 | Cum | - | - |
| 3 | Removal excavated material n,exc 50m and depositing where directed at a level n.exc 1.5 m above the startig point complete all as specified and directed by Engr-in-Charge. | 4 | Cum | - | - |
| 4 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed by Engr-in-Charge. | 1 | Cum | - | - |
| 5 | M&L PCC 1:4:8 Type D2 (using 40mm graded stone aggregate) as in foundaion, filling and mass concrete. complete all as specified and directed complete all as specified and directed by Engr-in-Charge. | 1 | Cum | - | - |
| 6 | M&L for RCC 1:2:4 20 mm graded stone agg as in roofs Kerb in lintel upto 1.5 m clear span cills, steps, seismic and other similar bends, plinth courses, string courses etc complete all as specified and directed by Engr-in-Charge. | 1.1 | Cum | - | - |
| 7 | Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter complete all as specified and directed by Engr-in-Charge. | 11 | Sqm | - | - |
| 8 | S&F for Mild steel 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 reinforcement 10 mm and over complete all as specified and directed by Engr-in-Charge. | 113 | Kgs | - | - |
| 9 | All as per item No. 8 above here-in- before but up to and including 6 to 8 mm dia in stirrups, spacers and binders as in columns and beams etc. as specified and directed by Engr-in-Charge. | 13 | Kgs | - | - |
| 10 | Material & Labour 25mm thick PCC 1:2:4 type B-0 using12.5mm graded crushed stone aggregate as in sub base and finished surface as in received tiles complete all as specified and as directed. | 47 | Sqm | - | - |
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