Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.4 LAccepted-AOC RAILWAY COLONY NOWGAM SRINAGAR JAMMU AND KASHMIR 190015 | BUDGAM | JAMMU AND KASHMIR | 190015 | ₹41.4 L | L1 | Accepted-AOC Accepted being lowest as per NIT |
| 2 | L2₹42.4 LRejected-Finance INDEX NO E 174 HQ 133 WE R O NEW COLONY VIZER WAGOORA BARAMULLA KASHMIR J K 193103 | BARAMULLA | JAMMU AND KASHMIR | 193103 | ₹42.4 L | L2 | Rejected-Finance Rejected being L2 bidder |
| 3 | L3₹44.3 LRejected-Finance | ₹44.3 L | L3 | Rejected-Finance Rejected being L3 bidder |
| 4 | L4₹45.4 LRejected-Finance BANPUR BATWARA SRINAGAR 190004 J K | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 190004 | ₹45.4 L | L4 | Rejected-Finance Rejected being L4 bidder |
| 5 | L5₹47.8 LRejected-Finance | ₹47.8 L | L5 | Rejected-Finance Rejected being L5 bidder |
| Sl No | Description | Qty | Unit | M/S KULBIR SINGH SODHI AND CO L7 | M/S Ghulam Hassan Lone L6 | M/S SUHEEL CONSTRUCTIONS L4 | M/S GHULAM HASSAN MALIK L3 | M/S MUSHTAQ AHMAD BHAT L2 | AHMED CONSTRUCTIONS AND INFRA PVT LTD L1 | M/S GHULAM MOHI UD DIN RATHER L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed by Engineer-in-Charge. | 219 | Cum | 368 ₹80,592 | 120 ₹26,280 | 100 ₹21,900 Lowest | 111 ₹24,309 | 110 ₹24,090 | 210 ₹45,990 | 120 ₹26,280 |
| 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 soft/loose soil complete as specified and directed. | 20.25 | Cum | 370 ₹7,492.5 | 150 ₹3,037.5 | 200 ₹4,050 | 111 ₹2,247.75 | 110 ₹2,227.5 | 220 ₹4,455 | 100 ₹2,025 Lowest |
| 3.00 | M&L for cement concrete 1:4:8, type D2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed. | 2.03 | Cum | 5,000 ₹10,150 | 4,500 ₹9,135 | 4,500 ₹9,135 | 4,700 ₹9,541 | 3,500 ₹7,105 | 3,600 ₹7,308 | 3,000 ₹6,090 Lowest |
| 4.00 | M&L for brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in cm 1:4.complete all as specified and directed. | 4.03 | Cum | 9,000 ₹36,270 | 9,000 ₹36,270 | 9,000 ₹36,270 | 9,200 ₹37,076 | 7,500 ₹30,225 | 8,000 ₹32,240 | 6,000 ₹24,180 Lowest |
| 5.00 | Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out hard and dense soil complete all as specified and directed. | 857.2 | Sqm | 35 ₹30,002 | 70 ₹60,004 | 30 ₹25,716 | 19.1 ₹16,372.52 Lowest | 90 ₹77,148 | 30 ₹25,716 | 80 ₹68,576 |
| 6.00 | M&L for rolling and consolidation to formation in cutting with roller using 8 to 12 Tonne power roller including filling in soft spots, depressions etc. which occur during rolling (for portion coming in cutting/original ground level only) to required camber and gradient etc including watering before or during rolling complete all as specified and directed. | 107.65 | 10 Sqm | 340 ₹36,601 | 250 ₹26,912.5 | 90 ₹9,688.5 | 111 ₹11,949.15 | 80 ₹8,612 Lowest | 100 ₹10,765 | 300 ₹32,295 |
| 7.00 | M&L for 200mm thick (spread thickness) soling (or sub base) with broken stone (granite, trap or basalt) of size range 100 mm to 50 mm deposited spread, levelled in one layer, interstics filled surface formed, rolled and consolidated to required gradient and camber including rolling with power roller exc 8 tonne to but n.exc 12 tonne, complete all as specified and directed. | 107.65 | 10 Sqm | 4,800 ₹5,16,720 | 4,500 ₹4,84,425 | 2,000 ₹2,15,300 | 4,106 ₹4,42,010.9 | 1,100 ₹1,18,415 Lowest | 2,000 ₹2,15,300 | 3,000 ₹3,22,950 |
| 8.00 | M&L for 150mm thick (compacted thickness) WBM in two layers of 75mm each, with coarse aggregates of grading 2 (63 to 40mm size), spread, rolled and consolidated to gradient and camber as required with (granite, trap or Basalt) including rolling with power roller exc 8 tonne to but n.exc 12 tonne complete all as specified and directed. | 107.65 | 10 Sqm | 4,000 ₹4,30,600 | 4,200 ₹4,52,130 | 2,600 ₹2,79,890 | 4,106 ₹4,42,010.9 | 1,000 ₹1,07,650 Lowest | 2,200 ₹2,36,830 | 2,300 ₹2,47,595 |
| 9.00 | M&L for 100mm thick PCC 1:4:8, type D2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed. | 1,076.5 | Sqm | 475 ₹5,11,337.5 | 420 ₹4,52,130 | 410 ₹4,41,365 | 407 ₹4,38,135.5 | 430 ₹4,62,895 | 370 ₹3,98,305 Lowest | 450 ₹4,84,425 |
| 10.00 | M&L cement concrete work in pavement/hardstanding of flexural strength 40Kg/Sqcm in field using minimum 400 Kg of cement per cubic meter thickness of concrete complete all as specified and directed. | 258.36 | Cum | 10,600 ₹27,38,616 | 7,700 ₹19,89,372 | 9,400 ₹24,28,584 | 6,500 ₹16,79,340 Lowest | 7,500 ₹19,37,700 | 8,000 ₹20,66,880 | 7,400 ₹19,11,864 |
Tender Value
₹52.5 L
EMD Value
₹1.0 L
Closing Date
22 Jun 2026, 6:00 pmClosed
CWE, HQ 133 WORKS ENGRS
HQ 133 WORKS ENGRS, C/O 56 APO, PIN- 914133
CWEK/TOKEN-03/969 EWS/2026-27 PROVN OF ROAD IN THE AOR OF AGE B/R-II AND PROVN OF INTERLOCKING TILES (ANTY SLIPPERY) WITH SIDE DRAINAGE IN FRONT OF BLDG NO P-664 IN THE AOR OF AGE B/R-I UNDER GE 969 EWS
2026_MES_763613_2
CWEK/TOKEN-03/969 EWS/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
GE 969 EWS
Class C and above and category a (v)
7 documents required · 7 mandatory
₹1,000
GE 969 EWS
₹1.0 L
31 Jul 2026
6 Jun 2026
30 Jun 2026
6 Jun 2026
22 Jun 2026
15 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and directed by Engineer-in-Charge. | 219 | Cum | - | - |
| 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 soft/loose soil complete as specified and directed. | 20.25 | Cum | - | - |
| 3 | M&L for cement concrete 1:4:8, type D2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed. | 2.03 | Cum | - | - |
| 4 | M&L for brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in cm 1:4.complete all as specified and directed. | 4.03 | Cum | - | - |
| 5 | Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out hard and dense soil complete all as specified and directed. | 857.2 | Sqm | - | - |
| 6 | M&L for rolling and consolidation to formation in cutting with roller using 8 to 12 Tonne power roller including filling in soft spots, depressions etc. which occur during rolling (for portion coming in cutting/original ground level only) to required camber and gradient etc including watering before or during rolling complete all as specified and directed. | 107.65 | 10 Sqm | - | - |
| 7 | M&L for 200mm thick (spread thickness) soling (or sub base) with broken stone (granite, trap or basalt) of size range 100 mm to 50 mm deposited spread, levelled in one layer, interstics filled surface formed, rolled and consolidated to required gradient and camber including rolling with power roller exc 8 tonne to but n.exc 12 tonne, complete all as specified and directed. | 107.65 | 10 Sqm | - | - |
| 8 | M&L for 150mm thick (compacted thickness) WBM in two layers of 75mm each, with coarse aggregates of grading 2 (63 to 40mm size), spread, rolled and consolidated to gradient and camber as required with (granite, trap or Basalt) including rolling with power roller exc 8 tonne to but n.exc 12 tonne complete all as specified and directed. | 107.65 | 10 Sqm | - | - |
| 9 | M&L for 100mm thick PCC 1:4:8, type D2 (using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed. | 1,076.5 | Sqm | - | - |
| 10 | M&L cement concrete work in pavement/hardstanding of flexural strength 40Kg/Sqcm in field using minimum 400 Kg of cement per cubic meter thickness of concrete complete all as specified and directed. | 258.36 | Cum | - | - |
stage.html
html • 0.06 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 • 0.41 MB
Tender03.pdf
Tender Documents • 1.34 MB
BOQ_862733.xls
BOQ • 0.32 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].