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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.9 LAdmitted-Finance B 56 LANE NO 4A SECTOR 7 VASHNAVI ENCLAVE CHANNI HIMAT JAMMU 180015 | JAMMU | JAMMU AND KASHMIR | 180015 | L1 | Admitted-Finance | |
| 2 | L2₹42.8 L+₹1.9 L (4.54%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹44.4 L+₹3.4 L (8.43%)Admitted-Finance | L3 | Admitted-Finance | |
| 4 | L4₹44.8 L+₹3.9 L (9.49%)Admitted-Finance | L4 | Admitted-Finance | |
| 5 | L5₹46.0 L+₹5.1 L (12.5%)Admitted-Finance | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S Shesh Paul Gupta L5 | M/s Sunny Gupta L2 | M/S MOHAN LAL SHARMA L3 | M/s J.S Enterprises L6 | ANIKET TRADERS L1 | CCC (CHOUDHARY CONSTRUCTION COMPANY) L7 | M/S IMTESH BHAT L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of Cement concrete of any description & in any position not otherwise specifically provided for (unreinforced) all as specified an directed by Engr-in-charge.
Note;- "Including removal demolished debris out of defence line and dumped at Govt approved duming area and no extra payment will be made to contractor against the same." | 2.86 | Cum | 300 ₹858 | 100 ₹286 Lowest | 200 ₹572 | 250 ₹715 | 600 ₹1,716 | 506 ₹1,447.16 | 139 ₹397.54 |
| 2.00 | M&L for PCC 1:4:8 type D-2(40 mm graded stone agg) as Foundation, Filling, mass concrete to fdn etc complete all as speciffied and directed | 1.58 | Cum | 300 ₹474 Lowest | 2,000 ₹3,160 | 2,400 ₹3,792 | 2,700 ₹4,266 | 3,000 ₹4,740 | 2,806 ₹4,433.48 | 3,429 ₹5,417.82 |
| 3.00 | M&L for RCC M25 ( 20 mm agg) as in footing / plinth beam etc complete all as spd and directed. | 7.95 | Cum | 6,000 ₹47,700 | 6,000 ₹47,700 | 5,000 ₹39,750 | 5,700 ₹45,315 | 6,400 ₹50,880 | 3,606 ₹28,667.7 Lowest | 5,429 ₹43,160.55 |
| 4.00 | M&L for RCC M25 ( 20 mm agg) as in lintel beam/ roof beams etc complete all as spd and directed. | 4.81 | Cum | 6,000 ₹28,860 | 6,000 ₹28,860 | 5,600 ₹26,936 | 6,000 ₹28,860 | 5,000 ₹24,050 | 3,806 ₹18,306.86 Lowest | 5,429 ₹26,113.49 |
| 5.00 | M&L for RCC M25 ( 20 mm agg) as in columns/pillars etc complete all as spd and directed. | 3.76 | Cum | 6,000 ₹22,560 | 6,000 ₹22,560 | 6,000 ₹22,560 | 6,500 ₹24,440 | 5,500 ₹20,680 | 4,066 ₹15,288.16 Lowest | 5,429 ₹20,413.04 |
| 6.00 | M&L for TMT bars 10 mm dia and over cut length bent to shape required including cranking bending spirally for hooping for column , hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia as specified and directed. | 1,785.8 | Kg | 90 ₹1,60,722 | 82 ₹1,46,435.6 | 88 ₹1,57,150.4 | 90 ₹1,60,722 | 77 ₹1,37,506.6 Lowest | 86 ₹1,53,578.8 | 99 ₹1,76,794.2 |
| 7.00 | Ditto all as per above item 8 mm dia in stirrups spacers and binders etc.complete all as spd and directed. | 330.62 | Kg | 90 ₹29,755.8 | 82 ₹27,110.84 Lowest | 90 ₹29,755.8 | 110 ₹36,368.2 | 110 ₹36,368.2 | 86 ₹28,433.32 | 99 ₹32,731.38 |
| 8.00 | M&L for Form work to side of footings/plinth beam etc complete all specified and directed | 55.85 | Sqm | 250 ₹13,962.5 | 200 ₹11,170 | 240 ₹13,404 | 270 ₹15,079.5 | 300 ₹16,755 | 286 ₹15,973.1 | 139 ₹7,763.15 Lowest |
| 9.00 | M&L for Form work to side of lintel beam, roof beam etc complete all specified and directed | 64.18 | Sqm | 250 ₹16,045 | 200 ₹12,836 | 280 ₹17,970.4 | 320 ₹20,537.6 | 380 ₹24,388.4 | 286 ₹18,355.48 | 139 ₹8,921.02 Lowest |
| 10.00 | M&L for Form work to side of columns /pillars etc complete all specified and directed | 50.16 | Sqm | 250 ₹12,540 | 200 ₹10,032 | 320 ₹16,051.2 | 380 ₹19,060.8 | 370 ₹18,559.2 | 286 ₹14,345.76 | 129 ₹6,470.64 Lowest |
Tender Value
₹34.7 L
EMD Value
₹69,400
Closing Date
26 May 2026, 6:00 pmClosed
GE AF JAMMU
GE AF JAMMU
ADDN ALTN TO BLDG NO P4/6,P-51 AND P93 AT AF STN JAMMU UNDER GE AF JAMMU
2026_MES_762189_1
CA NO GE/AFJ-06/2026-27
Open Tender
Civil Works
Item Rate
180 days
JAMMU
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Yes
GE AF JAMMU
₹69,400
Yes
2 Jun 2026
25 Apr 2026
28 May 2026
25 Apr 2026
26 May 2026
12 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolition of Cement concrete of any description & in any position not otherwise specifically provided for (unreinforced) all as specified an directed by Engr-in-charge. | 2.86 | Cum | - | - |
| 2 | M&L for PCC 1:4:8 type D-2(40 mm graded stone agg) as Foundation, Filling, mass concrete to fdn etc complete all as speciffied and directed | 1.58 | Cum | - | - |
| 3 | M&L for RCC M25 ( 20 mm agg) as in footing / plinth beam etc complete all as spd and directed. | 7.95 | Cum | - | - |
| 4 | M&L for RCC M25 ( 20 mm agg) as in lintel beam/ roof beams etc complete all as spd and directed. | 4.81 | Cum | - | - |
| 5 | M&L for RCC M25 ( 20 mm agg) as in columns/pillars etc complete all as spd and directed. | 3.76 | Cum | - | - |
| 6 | M&L for TMT bars 10 mm dia and over cut length bent to shape required including cranking bending spirally for hooping for column , hooking ends and binding with mild steel wire (annealed) not less than 0.9mm dia as specified and directed. | 1,785.8 | Kg | - | - |
| 7 | Ditto all as per above item 8 mm dia in stirrups spacers and binders etc.complete all as spd and directed. | 330.62 | Kg | - | - |
| 8 | M&L for Form work to side of footings/plinth beam etc complete all specified and directed | 55.85 | Sqm | - | - |
| 9 | M&L for Form work to side of lintel beam, roof beam etc complete all specified and directed | 64.18 | Sqm | - | - |
| 10 | M&L for Form work to side of columns /pillars etc complete all specified and directed | 50.16 | Sqm | - | - |
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