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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹56.5 LAccepted-AOC A 128 GOVINDPURAM GAZIABAD UTTAR PRADESH 201013 | GHAZIABAD | UTTAR PRADESH | 201013 | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹61.2 L+₹4.2 L (7.28%)Rejected-Finance 129 PANCH SHEEL VENUE DEEP NAGAR JALANDHAR CANTT PB | JALANDHAR | PUNJAB | 144001 | L2 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 3 | L3₹64.8 L+₹7.7 L (13.5%)Rejected-Finance NEW JAIL ROAD UDHAMPUR 182101 J K | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L3 | Rejected-Finance OTHER THAN LOWEST BIDDER | |
| 4 | L4₹64.8 L+₹7.7 L (13.5%)Rejected-Finance | L4 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| Sl No | Description | Qty | Unit | SINGH CONST CO L3 | s s construction L2 | NATIONAL ROAD BUILDERS L4 | M/S MRIGASYA INFRA L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Scarifying or picking up gravelled macadam or bituminous macadam surface area n exc 400 Sqm, exc 50 mm and n exc 100 mm in depth all as specified and directed by Engr-in-Charge, | 255 | 10 Sqm | 150 ₹38,250 | 100 ₹25,500 Lowest | 200 ₹51,000 | 100 ₹25,500 Lowest |
| 2.00 | Repair to pot holes depth not exceeding 1 Sqm each including sweeping free from dust and mud over water scoring sunken surfaces in road,path etc. Cutting around edges to atleast 25 mm in depth making good by applying tack coat bituminious primer (Gde VG-30) @ 5 Kg per 10 Sqm putting Bituminious premixe semi dense asphaltc concrete 40 mm consolidated thickness with 5.5 % binder content of paving bitumen (VG-30) by weight of total mix,rolled and compacted to required camber and graident using mechanical paver hot mix plant as specified and as directed by Engr-in-Charge.
Note: Premixed carpet shall be mixed in hot mix plant as specified. | 10 | 10 Sqm | 1,200 ₹12,000 Lowest | 4,000 ₹40,000 | 4,000 ₹40,000 | 3,000 ₹30,000 |
| 3.00 | Premixed Bituminious, macadam laid /rolled and compacted to require gradient and camber consoliidate thickness 75mm or less with paving Bitumen of Grade VG-30 and binder content as per design mix but not less than 4% by weight of total mix incl rolling and compaction to achive desire density complete alll as specified and directed by Engr-in-Charge.
Note: Repair to patches where depressions over 5mm thick shall also be carried out under this items. Contractor's quoted rate for this items shall be deemmed to include for cleaning of surface and removel of the rubbish material to distance as specified | 127.5 | Cum | 6,000 ₹7,65,000 Lowest | 6,000 ₹7,65,000 Lowest | 6,000 ₹7,65,000 Lowest | 7,000 ₹8,92,500 |
| 4.00 | Applying evenly a priming/tack coat with bituminious primer using paving bitumen viscosity at grade (VG-10) @ 5.00kg/10 sqm to black top surface complete all as specified and directed by Engr-in-Charge. | 1,160 | 10 Sqm | 150 ₹1,74,000 Lowest | 300 ₹3,48,000 | 250 ₹2,90,000 | 200 ₹2,32,000 |
| 5.00 | Applying evenly a priming/tack coat with bituminious primer using paving bitumen viscosity at grade (VG-10) @ 10kg/10 sqm to Bituminous Macadam surfaces complete all as specified and directed by Engr-in-Charge. | 255 | 10 Sqm | 300 ₹76,500 Lowest | 500 ₹1,27,500 | 500 ₹1,27,500 | 300 ₹76,500 Lowest |
| 6.00 | Preparing of black top surface by brushing with wire brushed for removing caked mud etc and sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirts etc complete all as specified and directed. | 905 | 10 Sqm | 20 ₹18,100 Lowest | 40 ₹36,200 | 50 ₹45,250 | 20 ₹18,100 Lowest |
| 7.00 | M&L for bituminous premix asphaltic semi dense concrete consolidated thickness 40mm with 5.5% of binder content by weight to total mix, using Viscosity Grade paving bitumen of grade VG-30 prepared in hot mix plant and laid by using self propelled mechanical paver, rolled and compacted to required camber and gradient to achieve uniform smooth surfaces and rolled with 8 to 12 tone power roller/tandem vibrating roller complete all as specified and directed by Engr-in-Charge.
Note : The combined grading of aggregate shall be as per Para 20B.2.5.4(d) & 20.B.4 of SSR Part-I | 1,160 | 10 Sqm | 4,400 ₹51,04,000 | 3,900 ₹45,24,000 | 4,170 ₹48,37,200 | 3,600 ₹41,76,000 Lowest |
| 8.00 | Material and labour for marking of bituminious roads over centre line/edge line the road marking/speed breaker marking over speed breaker using thermoplastic paint (as per ASTM D 36/BS 3262 Part-I as approved by GE) ( Hot application) white/yellow by indigenous modern propeller road marking machine with a single coat of 2.5 mm thickness as directed by the Engineer-in-charge including cost and convenyance, all ingredients such as binder, glass beads, titanium dioxide, calcium carbonate, inters pillars, pigments as per Morth specifications of clauses 83.4.2.3 be sprayed at the rate of 250gm/sqm in succession the rate to include cost of all other materials, labour charges for mixing the ingredients to the required temperature, cleaning the road surface , premarking, cautionary sign boards,red flanges, traffic cones as per traffic rules, safegaurding the newely painted centre line marking complete all as specified and directed by Engr-in-Charge. | 646 | Sqm | 450 ₹2,90,700 | 400 ₹2,58,400 Lowest | 500 ₹3,23,000 | 400 ₹2,58,400 Lowest |
Tender Value
₹67.7 L
EMD Value
₹1.3 L
Closing Date
16 Jan 2026, 6:00 pmClosed
HQ CWE AF Jammu
HQ CWE (AF) Jammu Air Force Station Jammu
CA NO CWEAFJ-45/2025-26 SPECIAL REPAIR TO PERIMETER ROAD AT AIR FORCE STATION UDHAMPUR UNDER GE (AF) UDHAMPUR
2025_MES_745187_1
CA NO CWEAFJ-45/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
UDHAMPUR
As per NIT and Tender Document
9 documents required · 9 mandatory
₹1,000
GE AF Udhampur
₹1.3 L
Yes
20 May 2026
19 Dec 2025
19 Jan 2026
19 Dec 2025
16 Jan 2026
9 Jan 2026
Scarifying or picking up gravelled macadam or bituminous macadam surface area n exc 400 Sqm, exc 50 mm and n exc 100 mm in depth all as specified and directed by Engr-in-Charge,
Repair to pot holes depth not exceeding 1 Sqm each including sweeping free from dust and mud over water scoring sunken surfaces in road,path etc. Cutting around edges to atleast 25 mm in depth making good by applying tack coat bituminious primer (Gde VG-30) @ 5 Kg per 10 Sqm putting Bituminious premixe semi dense asphaltc concrete 40 mm consolidated thickness with 5.5 % binder content of paving bitumen (VG-30) by weight of total mix,rolled and compacted to required camber and graident using mechanical paver hot mix plant as specified and as directed by Engr-in-Charge. Note: Premixed carpet shall be mixed in hot mix plant as specified.
Premixed Bituminious, macadam laid /rolled and compacted to require gradient and camber consoliidate thickness 50mm or less with paving Bitumen of Grade VG-30 and binder content as per design mix but not less than 4% by weight of total mix incl rolling and compaction to achive desire density complete alll as specified and directed by Engr-in-Charge. Note: Repair to patches where depressions over 5mm thick shall also be carried out under this items. Contractor's quoted rate for this items shall be deemmed to include for cleaning of surface and removel of the rubbish material to distance as specified
Applying evenly a priming/tack coat with bituminious primer using paving bitumen viscosity at grade (VG-10) @ 5.00kg/10 sqm to Bituminous Macadam surfaces complete all as specified and directed by Engr-in-Charge.
Applying evenly a priming/tack coat with bituminious primer using paving bitumen viscosity at grade (VG-10) @ 10kg/10 sqm to Bituminous Macadam surfaces complete all as specified and directed by Engr-in-Charge.
Preparing of black top surface by brushing with wire brushed for removing caked mud etc and sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirts etc complete all as specified and directed.
M&L for bituminous premix asphaltic semi dense concrete consolidated thickness 40mm with 5.5% of binder content by weight to total mix, using Viscosity Grade paving bitumen of grade VG-30 prepared in hot mix plant and laid by using self propelled mechanical paver, rolled and compacted to required camber and gradient to achieve uniform smooth surfaces and rolled with 8 to 12 tone power roller/tandem vibrating roller complete all as specified and directed by Engr-in-Charge. Note : The combined grading of aggregate shall be as per Para 20B.2.5.4(d) & 20.B.4 of SSR Part-I
Material and labour for marking of bituminious roads over certre line/edge line the road marking/speed breaker marking over speed breaker using thermoplastic paint (as per ASTM D 36/BS 3262 Part-I as approved by GE) ( Hot application) white/yellow byt indigenious modern propeller road marking machine with a single coat of 2.5 mm thickness as directed by the Engineer - in -charge including cost and convenyance, all ingredients such as binder, glass beads, titanium dioxide, calcium carbonate, inters pillars, pigments as per Morth specifiacations of clauses 83.4.2.3 be sprayed at the rate of 250gm/sqm in succession the rate to include cost of all other materials, labour charges for mixing the ingredients to the rquired temprature, cleaning the road surface , premarking, cautionary sign boards,red flages, traffic cones as per traffic rules, safegaurding the newely painted centre line markingcomplete all as specified and directed by Engr-in-Charge.
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