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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.6 LAccepted-AOC R O VIJHARA LOWDARA BANDIPORA KASHMIR J K 193502 | BANDIPORA | JAMMU AND KASHMIR | 193502 | ₹26.6 L | L1 | Accepted-AOC Accepted being lowest as per NIT |
| 2 | L2₹27.1 LRejected-Finance IKHRAJ PORA JAWAHAR NAGAR SRINAGAR KASHMIR | SRINAGAR | JAMMU AND KASHMIR | ₹27.1 L | L2 | Rejected-Finance Rejected being L2 bidder |
| 3 | L3₹28.0 LRejected-Finance | ₹28.0 L | L3 | Rejected-Finance Rejected being L3 bidder |
| 4 | L4₹30.0 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 | ₹30.0 L | L4 | Rejected-Finance Rejected being L4 bidder |
| 5 | L5₹31.0 LRejected-Finance | ₹31.0 L | L5 | Rejected-Finance Rejected being L5 bidder |
| Sl No | Description | Qty | Unit | M/S JAVID AND CO L3 | patriotic builders L5 | M/S SK ATLANTIC ENTERPRISES L2 | M/S MUSHTAQ AHMAD BHAT L4 | M/S BEE AAY CONSTRUCTIONS L6 | M/s Shamas Parwaiz Bhat L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft/loose soil for roads to required slope gradient, camber etc complete all as specified and directed. | 796.5 | Sqm | 161 ₹1.3 L | 40 ₹31,860 | 20 ₹15,930 | 120 ₹95,580 | 30 ₹23,895 | 20 ₹15,930 |
| 2.00 | M&L hardcore of broken stone or boulders of gauge n.exc.63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and well rammed to a true surface complete all as specified and directed. | 134.24 | Cum | 1,000 ₹1.3 L | 1,300 ₹1.7 L | 1,500 ₹2.0 L | 2,500 ₹3.4 L | 1,350 ₹1.8 L | 1,400 ₹1.9 L |
| 3.00 | M&L cement concrete 1:3:6, type C 2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed. | 38.25 | Cum | 6,400 ₹2.4 L | 6,000 ₹2.3 L | 6,500 ₹2.5 L | 4,000 ₹1.5 L | 5,500 ₹2.1 L | 5,500 ₹2.1 L |
| 4.00 | M&L for machine pressed precast concrete interlocking paver block with grey cement and pigment any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade all as specified and directed by Engr-in-Charge.
Note: Sand cushioning shall be measured and paid separately. | 312.5 | Sqm | 1,300 ₹4.1 L | 1,700 ₹5.3 L | 1,150 ₹3.6 L | 1,650 ₹5.2 L | 1,800 ₹5.6 L | 1,600 ₹5 L |
| 5.00 | M&L for coloured heavy duty tiles (parking/exterior tiles) 10 mm thick polished, area of each tiles exceeding 0.06 Sqm but not exceeding 0.11 Sqm set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15 mm thick screed bed in cement mortar 1:6 for laying in floor, steps/skirting complete all as specified and directed by Engr-in-Charge. | 70 | Sqm | 1,150 ₹80,500 | 1,400 ₹98,000 | 1,200 ₹84,000 | 1,100 ₹77,000 | 1,200 ₹84,000 | 1,400 ₹98,000 |
| 6.00 | M&L for 25 mm thick sand cousioning under pavings block including watering and consolidation for ILCB all specified and directed. | 7.81 | Cum | 2,300 ₹17,963 | 900 ₹7,029 | 1,200 ₹9,372 | 3,500 ₹27,335 | 870 ₹6,794.70 | 1,200 ₹9,372 |
| 7.00 | Removing excavated material to a distance exc 250m but not exc 500m and deposting where directed at a level n exc. 1.5m above the starting piont ,complete all as specified. | 38.25 | Cum | 140 ₹5,355 | 100 ₹3,825 | 100 ₹3,825 | 80 ₹3,060 | 80 ₹3,060 | 150 ₹5,737.50 |
| 8.00 | M&L for providing cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate) as in lintels upto 1.5m clear span, cills, steps, and other similar bands,plinth courses, string courses, lacing courses, parapets and railing upto 60cm height, copings, kneelers, apex stone,bed plates and the like including weathering slightly rounded or chamfered angles and throating complete all as specified and directed. | 6.95 | Cum | 6,900 ₹47,955 | 7,400 ₹51,430 | 7,100 ₹49,345 | 5,000 ₹34,750 | 7,500 ₹52,125 | 6,500 ₹45,175 |
| 9.00 | Surface excavation n exc 30 cm deep & averaging 15cm deep and getting out in any type of soil all as specified and directed. | 354.6 | Sqm | 210 ₹74,466 | 40 ₹14,184 | 20 ₹7,092 | 130 ₹46,098 | 40 ₹14,184 | 10 ₹3,546 |
| 10.00 | M&L cement concrete 1:4:8, type D2 (using 40mm graded stone aggregates) as in foundations, filling and mass concrete complete all as specified . | 26.6 | Cum | 6,400 ₹1.7 L | 5,000 ₹1.3 L | 3,700 ₹98,420 | 4,000 ₹1.1 L | 4,800 ₹1.3 L | 5,500 ₹1.5 L |
Updated dates
Tender Value
₹28.5 L
EMD Value
₹57,000
Closing Date
31 Mar 2026, 6:00 pmClosed
CWE, HQ 133 WORKS ENGRS
HQ 133 WORKS ENGRS PIN-914133 C/O 56 APO
CWEK/TOKEN-149/874 EWS/2025-26 PROVN OF HARDSTANDING AND PATHWAY IN THE AOR OF AGE B/R-I ALONGWITH HARDSTANDING IN THE AOR OF AGE B/R-III UNDER GE 874 EWS JOB NO (i) X/REVENUE/ZANGLI/25-26, (ii) XII/REVENUE/ZANGLI/25-26 (iii) W/REVENUE-04/DAWAR/25-26
2026_MES_755160_1
CWEK/TOKEN-149/874 EWS/2025-26
Open Tender
Civil Works - Roads
180 days
GE 874 EWS
Class D and above and category a (v)
7 documents required · 7 mandatory
₹500
GE 874 EWS
₹57,000
HQ 133 WORKS ENGRS
21 May 2026
4 Mar 2026
8 Apr 2026
4 Mar 2026
31 Mar 2026
18 Mar 2026
4 Mar 2026 - 7 Mar 2026
10 Mar 2026
Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft/loose soil for roads to required slope gradient, camber etc complete all as specified and directed.
M&L hardcore of broken stone or boulders of gauge n.exc.63mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and well rammed to a true surface complete all as specified and directed.
M&L cement concrete 1:3:6, type C 2 (using 40 mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed.
M&L for machine pressed precast concrete interlocking paver block with grey cement and pigment any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade all as specified and directed by Engr-in-Charge. Note: Sand cushioning shall be measured and paid separately.
M&L for coloured heavy duty tiles (parking/exterior tiles) 10 mm thick polished, area of each tiles exceeding 0.06 Sqm but not exceeding 0.11 Sqm set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15 mm thick screed bed in cement mortar 1:6 for laying in floor, steps/skirting complete all as specified and directed by Engr-in-Charge.
M&L for 25 mm thick sand cousioning under pavings block including watering and consolidation for ILCB all specified and directed.
Removing excavated material to a distance exc 250m but not exc 500m and deposting where directed at a level n exc. 1.5m above the starting piont ,complete all as specified.
M&L for providing cement concrete 1:2:4 type B-1 (using 20mm graded stone aggregate) as in lintels upto 1.5m clear span, cills, steps, and other similar bands,plinth courses, string courses, lacing courses, parapets and railing upto 60cm height, copings, kneelers, apex stone,bed plates and the like including weathering slightly rounded or chamfered angles and throating complete all as specified and directed.
Surface excavation n exc 30 cm deep & averaging 15cm deep and getting out in any type of soil all as specified and directed.
M&L cement concrete 1:4:8, type D2 (using 40mm graded stone aggregates) as in foundations, filling and mass concrete complete all as specified .
Removing excavated surplus soil n. exc 50m depositing where directed at a level exc 1.50m above the starting point complete all as specified and directed.
M&L for forming 12mm thick expansion joints filled with pre-formed bitumenous filler and top 30mm primed and sealed with sealing compound grade A thickness of concrete is 200 mm complete all as specified.
M&L for forming construction joints 65mm deep & 10mm wide filled with pre-formed bitumenous filler and top 30mm primed and sealed with sealing compound grade A complete all as specified and directed.
M&L 150mm thick cement concrete 1:4:8 type D-2, (using 40mm graded stone aggregate) as in sub base of floor complete all as specified and directed.
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