Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.3 LAccepted-AOC | ₹34.3 L | L1 | Accepted-AOC Li Bidder |
| 2 | L2₹34.3 LRejected-AOC INDEX NO E 174 HQ 133 WE R O NEW COLONY VIZER WAGOORA BARAMULLA KASHMIR J K 193103 | BARAMULLA | JAMMU AND KASHMIR | 193103 | ₹34.3 L | L2 | Rejected-AOC Other than L1 bidder |
| 3 | L3₹36.1 LRejected-AOC | ₹36.1 L | L3 | Rejected-AOC Other than L1 bidder |
| 4 | L4₹37.3 LRejected-AOC | ₹37.3 L | L4 | Rejected-AOC Other than L1 bidder |
| Sl No | Description | Qty | Unit | M/S MUSHTAQ AHMAD BHAT L2 | M/S AK CONSTRUCTION L4 | M/S ASMATULLAH SHAH L3 | MS SHEIKH NADEEM AKBAR L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | M&L for surface excavation n. exc in soft/Loose soil (not exceeding) 30 cm deep and averaging 15cm deep and getting out complete all as specified and directed. | 162 | Sqm | 100 ₹16,200 | 50 ₹8,100 | 20 ₹3,240 Lowest | 80 ₹12,960 |
| 2.00 | M&L for earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) in all kinds of soil including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed. | 128 | Cum | 600 ₹76,800 | 250 ₹32,000 | 100 ₹12,800 Lowest | 200 ₹25,600 |
| 3.00 | All as per Ser No 1 above but 1.5 m to 3 m deep. | 128 | Cum | 120 ₹15,360 | 250 ₹32,000 | 100 ₹12,800 Lowest | 300 ₹38,400 |
| 4.00 | All as per Ser No 1 above but over 3 m deep. | 68 | Cum | 150 ₹10,200 Lowest | 300 ₹20,400 | 200 ₹13,600 | 350 ₹23,800 |
| 5.00 | M&L for cement concrete (1:4:8), type D-2 (using 40 mm graded aggregate) in foundations, filling and mass concrete complete all as specified and directed. | 16 | Cum | 4,000 ₹64,000 | 4,500 ₹72,000 | 3,700 ₹59,200 Lowest | 4,700 ₹75,200 |
| 6.00 | M&L for RCC Design Mix M-30 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. | 32 | Cum | 11,000 ₹3,52,000 Lowest | 11,000 ₹3,52,000 Lowest | 11,000 ₹3,52,000 Lowest | 11,000 ₹3,52,000 Lowest |
| 7.00 | M&L for RCC Design Mix M-30 as in 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. | 42 | Cum | 11,000 ₹4,62,000 Lowest | 11,500 ₹4,83,000 | 11,000 ₹4,62,000 Lowest | 11,000 ₹4,62,000 Lowest |
| 8.00 | M&L for RCC Design Mix M-30 as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. | 17 | Cum | 11,000 ₹1,87,000 Lowest | 11,500 ₹1,95,500 | 11,000 ₹1,87,000 Lowest | 11,000 ₹1,87,000 Lowest |
| 9.00 | M&L for RCC Design Mix M-30 as in Beams, cantilevers, bressummers, lintels over 1.5m complete all as specified and directed. | 4.6 | Cum | 11,000 ₹50,600 Lowest | 11,500 ₹52,900 | 11,000 ₹50,600 Lowest | 11,000 ₹50,600 Lowest |
| 10.00 | M&L for RCC Design Mix M-30 as in Columns, pillars, piers, posts and struts complete all as specified and directed. | 9.4 | Cum | 11,000 ₹1,03,400 Lowest | 11,500 ₹1,08,100 | 11,000 ₹1,03,400 Lowest | 11,000 ₹1,03,400 Lowest |
Tender Value
Refer Docs
EMD Value
₹66,700
Closing Date
11 Apr 2026, 6:00 pmClosed
GE 874 EWS
GE 874 EWS Kupwara
CONSTRUCTION OF UNDERGROUND BUNKERS AT PATHAHIRI AND TREHGAM UNDER GE 874 EWS
2026_MES_758968_1
GE 874/EWS-08/2026-27
Limited
Civil Works
Works
90 days
KUPWARA
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
Yes
GE 874 EWS
₹66,700
Yes
22 Apr 2026
2 Apr 2026
13 Apr 2026
2 Apr 2026
11 Apr 2026
6 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | HSN/SAC |
|---|---|---|---|---|---|---|
| - | M&L for surface excavation n. exc in soft/Loose soil (not exceeding) 30 cm deep and averaging 15cm deep and getting out complete all as specified and directed. | - | Sqm | - | - | INR Zero Only |
| - | M&L for earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) in all kinds of soil including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed. | - | Cum | - | - | INR Zero Only |
| - | All as per Ser No 1 above but 1.5 m to 3 m deep. | - | Cum | - | - | INR Zero Only |
| - | All as per Ser No 1 above but over 3 m deep. | - | Cum | - | - | - |
| - | M&L for cement concrete (1:4:8), type D-2 (using 40 mm graded aggregate) in foundations, filling and mass concrete complete all as specified and directed. | - | Cum | - | - | INR Zero Only |
| - | M&L for RCC Design Mix M-30 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. | - | Cum | - | - | INR Zero Only |
| - | M&L for RCC Design Mix M-30 as in 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. | - | Cum | - | - | INR Zero Only |
| - | M&L for RCC Design Mix M-30 as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. | - | Cum | - | - | INR Zero Only |
| - | M&L for RCC Design Mix M-30 as in Beams, cantilevers, bressummers, lintels over 1.5m complete all as specified and directed. | - | Cum | - | - | INR Zero Only |
| - | M&L for RCC Design Mix M-30 as in Columns, pillars, piers, posts and struts complete all as specified and directed. | - | Cum | - | - | INR Zero Only |
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.56 MB
BOQ_850113.xls
BOQ • 0.25 MB
08TENDER.pdf
Tender Documents • 1.79 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at [email protected].