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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹71.9 LAccepted-AOC | L1 | Accepted-AOC LOWEST REASONABLE BID | |
| 2 | L2₹79.1 L+₹7.0 L (9.72%)Rejected-Finance PLOT NO 19 PAOTA C 3RD ROAD JODHPUR 342001 | JODHPUR | JODHPUR | RAJASTHAN | 342001 | L2 | Rejected-Finance NOT LOWEST | |
| 3 | L3₹88.0 L+₹15.9 L (22.1%)Rejected-Finance | L3 | Rejected-Finance NOT LOWEST | |
| 4 | L4₹90.3 L+₹18.2 L (25.3%)Rejected-Finance | L4 | Rejected-Finance NOT LOWEST | |
| 5 | L5₹95.3 L+₹23.2 L (32.2%)Rejected-Finance | L5 | Rejected-Finance NOT LOWEST |
| Sl No | Description | Qty | Unit | MADAN MOHAN JAIN sons L1 | M/S RAM SINGH AND COMPANY L5 | New Vishvakarma Udhyog L2 | RISING ELECTRICALS L4 | JAGDISH PRASAD & CO L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for Repair to potholes any depth, not exc 1 sq m 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 directed by Engr-in-Charge. | 40 | X Sqm | 700 ₹28,000 Lowest | 1,500 ₹60,000 | 3,500 ₹1,40,000 | 3,000 ₹1,20,000 | 2,385 ₹95,400 |
| 2.00 | Scarifying or picking gravelled, macadam or bituminous macadam surfaces exc 50 mm deep and n.exc. 100 mm deep in area exc 400 sqm including removing scarifying materials out of MoD land complete all as specified and directed by Engr-in-Charge. | 45 | X Sqm | 50 ₹2,250 Lowest | 155 ₹6,975 | 200 ₹9,000 | 200 ₹9,000 | 85 ₹3,825 |
| 3.00 | M&L for 15 cm thick (compacted thickness) (two layer each layer thick 7.5 cm compacted thickness) WBM, with lime stone, sand stone etc coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required using 8-12 ton power roller complete all as specified and directed by Engr-in-Charge. | 45 | X Sqm | 1,250 ₹56,250 Lowest | 2,450 ₹1,10,250 | 2,200 ₹99,000 | 2,000 ₹90,000 | 1,850 ₹83,250 |
| 4.00 | M&L for Preparing unsurfaced WBM surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and directed by Engr-in-Charge. | 45 | X Sqm | 20 ₹900 Lowest | 50 ₹2,250 | 125 ₹5,625 | 100 ₹4,500 | 150 ₹6,750 |
| 5.00 | M&L for Preparing bituminious mecadam surfaces by brushing with wire brushes for removing caked mud etc. swe eping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and directed by Engr-in-Charge. | 1,110 | X Sqm | 20 ₹22,200 Lowest | 60 ₹66,600 | 50 ₹55,500 | 70 ₹77,700 | 65 ₹72,150 |
| 6.00 | M&L for Applying evenly a priming/tack coat of paving bitumen with bituminous primer at 10 kg per 10 sq metre complete all as specified and directed by Engr-in-Charge. | 1,110 | X Sqm | 250 ₹2,77,500 | 700 ₹7,77,000 | 450 ₹4,99,500 | 200 ₹2,22,000 Lowest | 485 ₹5,38,350 |
| 7.00 | M&L for Premix bituminous, macadam laid/rolled and compacted to required gradient and camber with 4% binder content bitumen of grade VG-40 by wt of total mix (consolidated thickness 75mm or less) complete all as specified and directed by Engr-in-Charge. | 125 | Cum | 7,500 ₹9,37,500 | 10,500 ₹13,12,500 | 6,980 ₹8,72,500 | 9,500 ₹11,87,500 | 6,500 ₹8,12,500 Lowest |
| 8.00 | M&L for bituminous premix semi -dense asphltic oncrete 40 mm consolidated thickness using paving bitumen VG-40 with 5.5% binder content by weight of total mix rolled and compacted to required camber and gadient complete and rolled with 8 to 12 tonne power roller complete all as specified and directed Note :- (I) In case the binder content by weight of total mix is less than 5.5% as per actual design mix . The price adjustment shall be made as per average rates of all paid voucher for bitumen pertaining to this work . If the total content as per dsign mix is more than 5.5% no price adjustment shall be made for the same. (II) Job mix formula for Semi dense asphaltic concrete shall be obtained from the institutions specified in CA prior to commencement of work and shall be got approved from GE. complete all as specified and directed by Engr-in-Charge. | 1,110 | X Sqm | 4,550 ₹50,50,500 Lowest | 5,400 ₹59,94,000 | 4,750 ₹52,72,500 | 5,750 ₹63,82,500 | 5,380 ₹59,71,800 |
| 9.00 | 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 by Engr-in-Charge. | 4,365 | RM | 35 ₹1,52,775 Lowest | 51 ₹2,22,615 | 42 ₹1,83,330 | 40 ₹1,74,600 | 60 ₹2,61,900 |
| 10.00 | S&F in replacement of 900 mm dia refletive safety traffic mirror for road side walk of stainless steelface 0.90 mm thick large radius of curvature for minimum distance distrotation orange powder coated steel back and hood orange vinyl / extrusion with 75 mm clamp brackets for pole mounting complete all as specified and directed by Engr-in-Charge. | 3 | Each | 3,250 ₹9,750 Lowest | 6,800 ₹20,400 | 6,800 ₹20,400 | 5,000 ₹15,000 | 6,500 ₹19,500 |
Tender Value
₹93.5 L
EMD Value
₹1.7 L
Closing Date
15 May 2026, 6:00 pmClosed
CWE ARMY JODHPUR
CWE ARMY MULTAN LINE ARMY AREA JODHPUR-342010
SPL REPAIR OF BLACK TOP SURFACING OF ROADS AND ROADS FURNITURE FROM SHIKARGARH GATE NO 1 OFFICE COMPLEX , MT GARAGE AREA UNIT LINE AREA TO GATE NO 2 OF CERTAIN UNIT AT ARMY AREA JODHPUR UNDER GE (ARMY) NO. 01
2026_MES_760509_1
CWE (A) JODH/GE (A) NO. 01- OF 2026-27(82526/132/E8)
Open Tender
Civil Works - Roads
Item Rate
270 days
JODHPUR
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,000
GE (ARMY) NO. 01 JODHPUR
₹1.7 L
Yes
14 Aug 2026
16 Apr 2026
18 May 2026
16 Apr 2026
15 May 2026
8 May 2026
16 Apr 2026 - 7 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for Repair to potholes any depth, not exc 1 sq m 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 directed by Engr-in-Charge. | - | X Sqm | - | - |
| - | Scarifying or picking gravelled, macadam or bituminous macadam surfaces exc 50 mm deep and n.exc. 100 mm deep in area exc 400 sqm including removing scarifying materials out of MoD land complete all as specified and directed by Engr-in-Charge. | - | X Sqm | - | - |
| - | M&L for 15 cm thick (compacted thickness) (two layer each layer thick 7.5 cm compacted thickness) WBM, with lime stone, sand stone etc coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber required using 8-12 ton power roller complete all as specified and directed by Engr-in-Charge. | - | X Sqm | - | - |
| - | M&L for Preparing unsurfaced WBM surfaces by brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and directed by Engr-in-Charge. | - | X Sqm | - | - |
| - | M&L for Preparing bituminious mecadam surfaces by brushing with wire brushes for removing caked mud etc. swe eping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified and directed by Engr-in-Charge. | - | X Sqm | - | - |
| - | M&L for Applying evenly a priming/tack coat of paving bitumen with bituminous primer at 10 kg per 10 sq metre complete all as specified and directed by Engr-in-Charge. | - | X Sqm | - | - |
| - | M&L for Premix bituminous, macadam laid/rolled and compacted to required gradient and camber with 4% binder content bitumen of grade VG-40 by wt of total mix (consolidated thickness 75mm or less) complete all as specified and directed by Engr-in-Charge. | - | Cum | - | - |
| - | M&L for bituminous premix semi -dense asphltic oncrete 40 mm consolidated thickness using paving bitumen VG-40 with 5.5% binder content by weight of total mix rolled and compacted to required camber and gadient complete and rolled with 8 to 12 tonne power roller complete all as specified and directed Note :- (I) In case the binder content by weight of total mix is less than 5.5% as per actual design mix . The price adjustment shall be made as per average rates of all paid voucher for bitumen pertaining to this work . If the total content as per dsign mix is more than 5.5% no price adjustment shall be made for the same. (II) Job mix formula for Semi dense asphaltic concrete shall be obtained from the institutions specified in CA prior to commencement of work and shall be got approved from GE. complete all as specified and directed by Engr-in-Charge. | - | X Sqm | - | - |
| - | 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 by Engr-in-Charge. | - | RM | - | - |
| - | S&F in replacement of 900 mm dia refletive safety traffic mirror for road side walk of stainless steelface 0.90 mm thick large radius of curvature for minimum distance distrotation orange powder coated steel back and hood orange vinyl / extrusion with 75 mm clamp brackets for pole mounting complete all as specified and directed by Engr-in-Charge. | - | Each | - | - |
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