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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹49.2 L+₹3.5 L (7.58%)Rejected-Finance A 128 GOVINDPURAM GAZIABAD UTTAR PRADESH 201013 | GHAZIABAD | UTTAR PRADESH | 201013 | L2 | Rejected-Finance Not being lowest | |
| 3 | L3₹57.5 L+₹11.7 L (25.6%)Rejected-Finance NEW JAIL ROAD UDHAMPUR 182101 J K | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L3 | Rejected-Finance Not being lowest | |
| 4 | L4₹63.4 L+₹17.6 L (38.5%)Rejected-Finance 129 PANCH SHEEL VENUE DEEP NAGAR JALANDHAR CANTT PB | JALANDHAR | PUNJAB | 144001 | L4 | Rejected-Finance Not being lowest |
| Sl No | Description | Qty | Unit | SINGH CONST CO L3 | s s construction L4 | NATIONAL ROAD BUILDERS L1 | M/S MRIGASYA INFRA L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exceeding 400 sqm, exceeding 50mm but not exceeding 100mm deep including removing the materials to a distance not exceeding 50 metre and stacking, complete all as specified and directed | 297.6 | Ten Square metre | 150 ₹44,640 | 200 ₹59,520 | 100 ₹29,760 Lowest | 100 ₹29,760 Lowest |
| 2.00 | 75mm thick (Compacted thickness) WBM with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size) of granite, trap or basalt spreading and compaction with 8 to 10 tonne power roller and consolidated to required gradient and camber complete all as specified and directed. | 297.6 | Ten Square metre | 1,400 ₹4,16,640 | 3,000 ₹8,92,800 | 1,200 ₹3,57,120 Lowest | 1,600 ₹4,76,160 |
| 3.00 | M &L for preparation of new surface of WBM by 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 and Applying evenly a priming/Tack coat with bituminous primer at 10 Kg per 10 Sqm using paving bitumen VG-10 Paving grade (80-100 penetration) on unsurfaced water bound macadam complete all as specified and directed | 297.6 | Ten Square metre | 400 ₹1,19,040 | 500 ₹1,48,800 | 500 ₹1,48,800 | 200 ₹59,520 Lowest |
| 4.00 | Repair to pot holes any depth, not exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal), complete, all as specified and as directed. | 20.2 | Ten Square metre | 1,000 ₹20,200 | 2,000 ₹40,400 | 400 ₹8,080 Lowest | 2,000 ₹40,400 |
| 5.00 | Premix bituminous macadam with 4% paving using bitumen VG-30 paving grade ( 50 -70 penetration) bitumen binder, laid/rolled and compacted to required gradient and camber (consolidated thickness upto maximum 75mm), complete, all as specified and as directed by the Engineer-in-Charge.
Note: Repair to pot holes any depth not exc 1 sqm each depression in patch over 50mm, shall also be carried out under this item. | 165 | Cubic metre | 6,000 ₹9,90,000 | 7,000 ₹11,55,000 | 5,000 ₹8,25,000 Lowest | 6,000 ₹9,90,000 |
| 6.00 | Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surfaces with compressed air to remove all loose dirt etc., and applying evenly a priming / tack coat on existing black top surfaces with paving bitumen primer using paving bitumen VG-10 grade@ 5 Kg per Ten Square Metre and including Bituminous premix asphaltic semi dense concrete 30mm (consolidated thickness with 5.5% paving bitumen using bitumen VG-30 paving grade ( 50 -70 penetration) binder content by weight of total mix rolled and compacted to required camber and gradient, complete, all as specified and as directed. | 1,188.68 | Ten Square metre | 3,500 ₹41,60,380 | 3,400 ₹40,41,512 | 2,699 ₹32,08,247.32 Lowest | 2,800 ₹33,28,304 |
| 6.10Note for item No. 3,5 & . (a) Preparation of mix in hot mix plant, spreading by self propelling mechanical paver and rolling and compaction by set of rollers as specified in particular specifications shall be carried out. Hot mix plant may be installed at any distance but the contractor shall be responsible for maintaining the required temperature of mix under all conditions till it is laid and compacted. Unit rate against these items shall include for carrying out the works with deployment of these machinery for which nothing extra shall be payable and no delay in completion of work shall be acceptable on this account. (b) To achieve marshal stability of 1050 KN and all as per SSR Part-I Clause No. 20.B.4. (c) If qty of binder contents is less than the qty as specified in respective items of BOQ, it shall be adjusted at supply only rates of paving bitumen @ Rs 60.00 Per Kg and if qty of binder contents is more than the qty as specified in respective items of BOQ no adjustment shall be made. | |||||||
Tender Value
₹58.8 L
EMD Value
₹1.1 L
Closing Date
2 Jan 2026, 6:00 pmClosed
Col Neelima CWE
HQ CWE Udhampur
Special repairs of road from security gate to bay no -07 (Approx 2500RM) at 3 ASD under GE (South) Udhampur
2025_MES_743188_1
CWE/U(S)-75/2025-26
Open Tender
Civil Works
Item Rate
180 days
UDHAMPUR
As per Tender Documents
7 documents required · 7 mandatory
₹1,000
GE (SOUTH) UDHAMPUR
₹1.1 L
4 Feb 2026
5 Dec 2025
5 Jan 2026
5 Dec 2025
2 Jan 2026
26 Dec 2025
Amount
Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exceeding 400 sqm, exceeding 50mm but not exceeding 100mm deep including removing the materials to a distance not exceeding 50 metre and stacking, complete all as specified and directed
75mm thick (Compacted thickness) WBM with coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size) of granite, trap or basalt spreading and compaction with 8 to 10 tonne power roller and consolidated to required gradient and camber complete all as specified and directed.
M &L for preparation of new surface of WBM by 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 and Applying evenly a priming/Tack coat with bituminous primer at 10 Kg per 10 Sqm using paving bitumen VG-10 Paving grade (80-100 penetration) on unsurfaced water bound macadam complete all as specified and directed
Repair to pot holes any depth, not exc 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths, etc. cutting around edges to at least 25 mm in depth, making good by filling in screened & graded road metal, watering and well ramming (including supply of road metal), complete, all as specified and as directed.
Premix bituminous macadam with 4% paving using bitumen VG-30 paving grade ( 50 -70 penetration) bitumen binder, laid/rolled and compacted to required gradient and camber (consolidated thickness upto maximum 75mm), complete, all as specified and as directed by the Engineer-in-Charge. Note: Repair to pot holes any depth not exc 1 sqm each depression in patch over 50mm, shall also be carried out under this item.
Preparing existing black top surfaces by brushing with wire brushes for removing caked mud etc., sweeping with brooms and finally fanning the cleaned surfaces with compressed air to remove all loose dirt etc., and applying evenly a priming / tack coat on existing black top surfaces with paving bitumen primer using paving bitumen VG-10 grade@ 5 Kg per Ten Square Metre and including Bituminous premix asphaltic semi dense concrete 30mm (consolidated thickness with 5.5% paving bitumen using bitumen VG-30 paving grade ( 50 -70 penetration) binder content by weight of total mix rolled and compacted to required camber and gradient, complete, all as specified and as directed.
Note for item No. 3,5 & . (a) Preparation of mix in hot mix plant, spreading by self propelling mechanical paver and rolling and compaction by set of rollers as specified in particular specifications shall be carried out. Hot mix plant may be installed at any distance but the contractor shall be responsible for maintaining the required temperature of mix under all conditions till it is laid and compacted. Unit rate against these items shall include for carrying out the works with deployment of these machinery for which nothing extra shall be payable and no delay in completion of work shall be acceptable on this account. (b) To achieve marshal stability of 1050 KN and all as per SSR Part-I Clause No. 20.B.4. (c) If qty of binder contents is less than the qty as specified in respective items of BOQ, it shall be adjusted at supply only rates of paving bitumen @ Rs 60.00 Per Kg and if qty of binder contents is more than the qty as specified in respective items of BOQ no adjustment shall be made.
M/S MRIGASYA INFRA (BID ID -3517825)
SINGH CONST CO (BID ID -3510215)
s s construction (BID ID -3513990)
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