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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.7 LAccepted-Finance VILL BUNGDAL DADHANI P O BADHANI DISTT PATHANKOT PIN 145001 | PATHANKOT | PATHANKOT | PUNJAB | 145001 | ₹20.7 L | L1 | Accepted-Finance LOWEST BIDDER |
| 2 | L2₹22.0 LRejected-Finance 05 INFRONT OF AMIT HOTAL AURANGABAD AURANGABAD BIHAR 824101 UDYAM BR 03 0011066 | AURANGABAD | BIHAR | 824101 | ₹22.0 L | L2 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| 3 | L3₹23.1 LRejected-Finance 381 BHARAT NAGAR PATHANKOT 145001 PB | PATHANKOT | PATHANKOT | PUNJAB | 145001 | ₹23.1 L | L3 | Rejected-Finance OTHER THAN LOWEST BIDDER |
| Sl No | Description | Qty | Unit | Sandeep Kumar L2 | M/S SATYA CONSTRUCTIONS L3 | M/S CANTILEVER ENGINEERS L1 |
|---|---|---|---|---|---|---|
| 1.00 | M&L for 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. | 2 | 10 Sqm | 100 ₹200 | 1,700 ₹3,400 | 1,900 ₹3,800 |
| 2.00 | M&L for 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. | 49 | 10 Sqm | 200 ₹9,800 | 240 ₹11,760 | 250 ₹12,250 |
| 3.00 | M&L for Premixed Bituminious, macadam laid /rolled and compacted to require gradient and camber consoliidate thickness 50mm 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 | 24.5 | Cum | 8,000 ₹2.0 L | 5,800 ₹1.4 L | 7,800 ₹1.9 L |
| 4.00 | M&L for preparing black top surfaces by brushing with wire brushes for removing cacked mud etc. sweeping with wire brush/brooms and finally fanning the cleaned surface with gunny bags or by mechanical blower to remove all loose dirt etc including scarify surface if required complete all as specified and directed by Engr-in-Charge. | 425 | 10 Sqm | 50 ₹21,250 | 140 ₹59,500 | 25 ₹10,625 |
| 5.00 | M&L for applying evenly a priming/tack coat with bituminious primer using paving bitumen viscosity at grade (VG-10) @ 5.0kg/10 sqm to bituminous macadam surfaces complete all as specified and directed by Engr-in-Charge. | 425 | 10 Sqm | 200 ₹85,000 | 275 ₹1.2 L | 245 ₹1.0 L |
| 6.00 | 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 | 425 | 10 Sqm | 4,000 ₹17 L | 4,100 ₹17.4 L | 3,500 ₹14.9 L |
| 7.00 | 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. | 90 | Sqm | 500 ₹45,000 | 610 ₹54,900 | 550 ₹49,500 |
| 8.00 | Demolition of cement concrete (un-reinforced) in ground floors and paving n exc 15cm thickness (below or above ground level) complete all as specified and directed by Engr-in-Charge. | 7.5 | Cum | 100 ₹750 | 500 ₹3,750 | 100 ₹750 |
| 9.00 | M&L for 75 mm thick, PCC (1:4:8) type D-2 using 40 mm graded crushed stone aggregates as in sub base complete all as specified and directed by Engr-in-Charge. | 100 | Sqm | 300 ₹30,000 | 420 ₹42,000 | 100 ₹10,000 |
| 10.00 | M&L for sand cushioning under floors or in foundations including watering and consolidation complete all as specified and directed by Engr-in-Charge. | 3 | Cum | 500 ₹1,500 | 1,500 ₹4,500 | 800 ₹2,400 |
Updated dates
Tender Value
₹22.9 L
EMD Value
₹46,000
Closing Date
31 Mar 2026, 6:00 pmClosed
HQ CWE AF Jammu
HQ CWE (AF) Jammu Air Force Station Jammu
CA NO CWEAFJ-54/2025-26 REPAIR AND MAINT OF ROAD AND MISC ITEMS IN WSA AREA IN TECHNICAL AREA AT AIR FORCE STATION PATHANKOT
2026_MES_754000_1
CA NO CWEAFJ-54/2025-26
Open Tender
Civil Works - Roads
180 days
Pathankot
As per NIT and Tender document
9 documents required · 9 mandatory
₹500
GE AF Pathankot
₹46,000
Yes
12 May 2026
24 Feb 2026
2 Apr 2026
24 Feb 2026
31 Mar 2026
17 Mar 2026
M&L for 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.
M&L for 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.
M&L for preparing black top surfaces by brushing with wire brushes for removing cacked mud etc. sweeping with wire brush/brooms and finally fanning the cleaned surface with gunny bags or by mechanical blower to remove all loose dirt etc including scarify surface if required complete all as specified and directed by Engr-in-Charge.
M&L for applying evenly a priming/tack coat with bituminious primer using paving bitumen viscosity at grade (VG-10) @ 5.0kg/10 sqm to bituminous macadam surfaces complete all as specified and directed by Engr-in-Charge.
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.
Demolition of cement concrete (un-reinforced) in ground floors and paving n exc 15cm thickness (below or above ground level) complete all as specified and directed by Engr-in-Charge.
M&L for 75 mm thick, PCC (1:4:8) type D-2 using 40 mm graded crushed stone aggregates as in sub base complete all as specified and directed by Engr-in-Charge.
M&L for sand cushioning under floors or in foundations including watering and consolidation complete all as specified and directed by Engr-in-Charge.
M&L for 60 mm thick machine pressed precast concrete interlocking paver block any shape and size M-35 grade with grey cement and no pigment confirming to IS 15658-2006 complete all as specified and directed by Engr-in-Charge.
M&L for PCC 1:2:4 type B-1 using 20mm graded crushed stone aggregate as in roof kerbs or mud stops,rounded or chamfered etc complete all as specified.
S&F of Retro reflective coloured tape of safon, yellow, black ,white or required colours and fixed to sign board of any shape and size including arrows, letters, dashes & curve shape etc as per approved design including taking down old tape from boards and cleaning the old surface and fixing new tape to boards complete all specified and directed by Engr-in -charge
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