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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.1 LAccepted-AOC INDEX NO E 174 HQ 133 WE R O NEW COLONY VIZER WAGOORA BARAMULLA KASHMIR J K 193103 | BARAMULLA | JAMMU AND KASHMIR | 193103 | ₹34.1 L Quoted ₹34.4 L | L1 | Accepted-AOC Accepted being lowest as per NIT |
| 2 | L2₹38.8 LRejected-Finance BANPUR BATWARA SRINAGAR 190004 J K | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 190004 | ₹38.8 L | L2 | Rejected-Finance Rejected being L2 bidder |
| 3 | L3₹41.3 LRejected-Finance | ₹41.3 L | L3 | Rejected-Finance Rejected being L3 bidder |
| 4 | L4₹41.6 LRejected-Finance | ₹41.6 L | L4 | Rejected-Finance Rejected being L4 bidder |
| Sl No | Description | Qty | Unit | M/S GHULAM MOHI UD DIN RATHER L4 | M/S SUHEEL CONSTRUCTIONS L2 | M/S Ghulam Hassan Lone L3 | M/S MUSHTAQ AHMAD BHAT L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | M&L for repairs to surfaces of macadam roads by scarifying or picking gravelled macadam or bituminous macadam surfaces in area not exc 400 sqm and exc 50 mm deep and not exc 100mm deep complete all as specified and directed. | 181.55 | 10 Sqm | 200 ₹36,310 | 20 ₹3,631 | 300 ₹54,465 | 250 ₹45,387.50 |
| 2.00 | M&L for 75 mm thick (compacted thickness) WBM/WMM (wet mix macadam) , with crushed stones/aggregates (granite, trap or basalt) of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required complete all as specified and directed. | 181.55 | 10 Sqm | 2,500 ₹4.5 L | 1,800 ₹3.3 L | 2,300 ₹4.2 L | 900 ₹1.6 L |
| 3.00 | M&L for preparation/surface dressing of unsurfaced surfaces of WBM/WMM by by brushing with wire brushing for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc including spraying evenly paving bitumen at 20 Kg per 10 Sqm, blinding with 12.5mm stone chippings @ 0.14 Cum per 10 sqm. and rolling to required gradient and camber complete all as specified and directed. | 181.55 | 10 Sqm | 1,200 ₹2.2 L | 300 ₹54,465 | 1,150 ₹2.1 L | 250 ₹45,387.50 |
| 4.00 | M&L for repair to pot holes any depth, not exceeding 1.00 sqm each including sweeping free from dirt and mud, or water, scoring sunken surfaces in roads, path etc cutting around edges to at least 25 mm in depth making good by filling in screened and graded road metal and well ramming including supply of road metal and making good by applying tack coat with bituminous primer (VG-10 @ 5 Kgs per 10 Sqm putting in Bituminous premix asphaltic semi dense concrete 30 mm consolidated thickness with 5.5 % binder contents of paving Bitumen binder (VG-10) by weight of total mix, mixed in fully auto hot mix plant and laid with mechanical paver rolled and compacted to required camber and gradient with 8 to 12 tonne power roller complete all as specified and directed. | 5 | 10 Sqm | 1,600 ₹8,000 | 1,800 ₹9,000 | 4,500 ₹22,500 | 2,500 ₹12,500 |
| 5.00 | M&L for preparing of black top surface by brooming with wire brushes for removing of caked mud etc, sweeping with brooms and finally farming the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer 5 Kgs per 10 Sqm and laying bituminous premix asphaltic semi-dense concrete 30 mm consolidated thickness with 5.5% binder content by weight of total mix, rolled and compacted to required camber and gradient with 8 to 12 tonne power roller uniform smooth surface. The Mix shall be done by hot mixed plant and laid with mechanical paver , complete all as specified and directed. | 181.55 | 10 Sqm | 3,500 ₹6.4 L | 5,200 ₹9.4 L | 3,800 ₹6.9 L | 3,800 ₹6.9 L |
| 6.00 | M&L for premixed bituminous macadam laid rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) including rolled and compacted to required camber and gradient with 8 to 12 tonne power roller complete all as specified. | 90.78 | Cum | 7,000 ₹6.4 L | 6,500 ₹5.9 L | 11,000 ₹10.0 L | 7,000 ₹6.4 L |
| 7.00 | M&L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed. | 200 | RM | 120 ₹24,000 | 110 ₹22,000 | 450 ₹90,000 | 800 ₹1.6 L |
| 8.00 | Demolition of unreinforced cement concrete in ground floor and paving n.exc 15cm thickness below & above ground level complete all as specified and directed. | 64 | Cum | 100 ₹6,400 | 100 ₹6,400 | 300 ₹19,200 | 100 ₹6,400 |
| 9.00 | M&L for 100mm thick cement concrete 1:4:8, type D-2 (using 40mm graded stone aggregate) in sub base floor complete all as specified and directed. | 90 | Sqm | 400 ₹36,000 | 510 ₹45,900 | 490 ₹44,100 | 800 ₹72,000 |
| 10.00 | M&L for 150mm thick cement concrete work in pavement of flexural strength 40 Kg per square centimetre in field using minimum 400 Kg of cement per cum thickness of concrete 25cm or less complete all as specified and directed. | 13.5 | Cum | 7,000 ₹94,500 | 9,500 ₹1.3 L | 8,200 ₹1.1 L | 8,500 ₹1.1 L |
Updated dates
Tender Value
₹43 L
EMD Value
₹86,000
Closing Date
20 May 2026, 6:00 pmClosed
CWE, HQ 133 WORKS ENGRS
HQ 133 WORKS ENGRS, C/O 56 APO, PIN- 914133
CWEK/TOKEN-01/969 EWS/2026-27 REPAIR/REPLACEMENT OF CEMENT CONCRETE ROAD, PATH, HARDSTANDING, STONE SETT/COBBLE STONE FLOORING AND RECARPETING OF EXISTING BITUMINOUS ROAD IN THE AOR OF AGE B/R (P) UNDER GE 969 EWS (JOB NO TPP 2025-26 SER NO 04)
2026_MES_761505_1
CWEK/TOKEN-01/969 EWS/2026-27
Open Tender
Civil Works - Roads
GE 969 EWS
Class D and above and category a (v)
7 documents required · 7 mandatory
₹500
GE 969 EWS
₹86,000
HQ 133 WORKS ENGRS
5 Jun 2026
22 Apr 2026
28 May 2026
22 Apr 2026
20 May 2026
7 May 2026
22 Apr 2026 - 25 Apr 2026
28 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
M&L for repairs to surfaces of macadam roads by scarifying or picking gravelled macadam or bituminous macadam surfaces in area not exc 400 sqm and exc 50 mm deep and not exc 100mm deep complete all as specified and directed. | - | 10 Sqm | - | - | |
M&L for 75 mm thick (compacted thickness) WBM/WMM (wet mix macadam) , with crushed stones/aggregates (granite, trap or basalt) of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required complete all as specified and directed. | - | 10 Sqm | - | - | |
M&L for preparation/surface dressing of unsurfaced surfaces of WBM/WMM by by brushing with wire brushing for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc including spraying evenly paving bitumen at 20 Kg per 10 Sqm, blinding with 12.5mm stone chippings @ 0.14 Cum per 10 sqm. and rolling to required gradient and camber complete all as specified and directed. | - | 10 Sqm | - | - | |
M&L for repair to pot holes any depth, not exceeding 1.00 sqm each including sweeping free from dirt and mud, or water, scoring sunken surfaces in roads, path etc cutting around edges to at least 25 mm in depth making good by filling in screened and graded road metal and well ramming including supply of road metal and making good by applying tack coat with bituminous primer (VG-10 @ 5 Kgs per 10 Sqm putting in Bituminous premix asphaltic semi dense concrete 30 mm consolidated thickness with 5.5 % binder contents of paving Bitumen binder (VG-10) by weight of total mix, mixed in fully auto hot mix plant and laid with mechanical paver rolled and compacted to required camber and gradient with 8 to 12 tonne power roller complete all as specified and directed. | - | 10 Sqm | - | - | |
M&L for preparing of black top surface by brooming with wire brushes for removing of caked mud etc, sweeping with brooms and finally farming the cleaned surface with gunny bags to remove all loose dirt etc and applying evenly a priming/tack coat with bituminous primer 5 Kgs per 10 Sqm and laying bituminous premix asphaltic semi-dense concrete 30 mm consolidated thickness with 5.5% binder content by weight of total mix, rolled and compacted to required camber and gradient with 8 to 12 tonne power roller uniform smooth surface. The Mix shall be done by hot mixed plant and laid with mechanical paver , complete all as specified and directed. | - | 10 Sqm | - | - | |
M&L for premixed bituminous macadam laid rolled and compacted to required gradient and camber (consolidated thickness 75mm or less) including rolled and compacted to required camber and gradient with 8 to 12 tonne power roller complete all as specified. | - | Cum | - | - | |
M&L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed. | - | RM | - | - | |
Demolition of unreinforced cement concrete in ground floor and paving n.exc 15cm thickness below & above ground level complete all as specified and directed. | - | Cum | - | - | |
M&L for 100mm thick cement concrete 1:4:8, type D-2 (using 40mm graded stone aggregate) in sub base floor complete all as specified and directed. | - | Sqm | - | - | |
M&L for 150mm thick cement concrete work in pavement of flexural strength 40 Kg per square centimetre in field using minimum 400 Kg of cement per cum thickness of concrete 25cm or less complete all as specified and directed. | - | Cum | - | - |
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