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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.9 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹35.0 L+₹1.1 L (3.39%)Rejected-Finance GT ROAD MALSIAN JALANDHAR | MALSIAN | JALANDHAR | PUNJAB | L2 | Rejected-Finance Other than lowest bid | |
| 3 | L3₹42.7 L+₹8.9 L (26.1%)Rejected-Finance 0000 UNNAMED ROAD GAJIYA KANTIT VINDHYACHAL MIRZAPUR UTTAR PRADESH 231307 | MIRZAPUR | UTTAR PRADESH | 231307 | L3 | Rejected-Finance Other than lowest bid | |
| 4 | L4₹57.6 L+₹23.7 L (70.0%)Rejected-Finance | L4 | Rejected-Finance Other than lowest bid |
Tender Value
₹68.5 L
EMD Value
₹1.3 L
Closing Date
6 Aug 2020, 6:00 pmClosed
CWE Jalandhar Cantt
HQ CWE kabir Road Jalandhar Cantt Pin-144005
Please refer tender documents
2020_MES_347718_1
CA NO CWE/K-16/2020-21 8320/16/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
Jalandhar Cantt
Class C Category a(i) for contractors enlisted with MES
8 documents required · 8 mandatory
₹1,000
Garrison Engineer Kapurthala
₹1.3 L
Yes
19 Aug 2020
27 May 2020
8 Aug 2020
27 May 2020
6 Aug 2020
27 Jun 2020
Amount
M & L for repair to pot holes any depth not exceeding 1 Sqm each including sweeping free from dust and mud, or water scoring sunken surfaces in road path etc cutting around edges, at least 25mm in depth and making good by applying tack coat using paving bitumen VG-10 @ 5 Kg per 10 Sqm, putting in premixed as specified for thin bituminous carpet (3.5cm thick) and sealed with liquid seal coat by applying evenly binder @ 9.8 Kg Per ten Sqm blinded with 0.09 cum stone chipping 6.3mm size and again well rammed (including supply of premixed binder and chippings) depth of pot hole exceeding 30mm complete all as specified and directed.
M & L for premix bituminous macadam laid/rolled and compacted to required gradient and camber (consolidated thickness 75 mm or less) with paving bitumen VG-10 @ 4% by weight of total mix including tack coat with paving bitumen primer @ 10 Kg/10 sqm of road surface complete all as specified and directed.
Material & Labour for 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 gunny bags to remove all loose dirt and applying evenly a priming/tack coat with paving bitumenous, primer at the rate of 5 Kg per 10 Sqm of road surface, laying, rolling, consolidating bituminous premixed carpet 35 mm thick (consolidated thickness) using mechanical paver with 0.47 cum of stone chipping mixed with 25.55 kg binder per 10 sqm of road surface, rolled and compacted to required camber and gradient rolled with roller 8 to 10 tonne and applying sand seal coat with 0.06 cum of sand mixed with 6.8 kg of bitumen per 10 sqm of road surface and rolling to uniform smooth surface with 8 to 12 tonnes power road roller, , applied and rolled to a uniform smooth surface with paving bitumen complete all as specified and directed by Engr-in-charge. Note: Mix shall be prepared in Hot mix plant as per job mix formula obtained from authorised testing lab and laying will be done by mechanical paver.
Scarifying or picking graveled, macadam or bituminous macadam surfaces in area not exc 400 sqm/road cutting for drainage chamber, drainage pipe etc depth exc 50mm and not exc 100mm deep including removing the rubbish material not exc 50 mtr and stacking complete all as specified and directed.
M & L for 75mm thick (compacted thickness) water bound macadam with coarse aggregate (Granite, trap or basalt) of grading-2 (63mm to 40mm size) blinded with stone screening type ‘A’ spread, rolled with 8 to 12 tonne power road roller, hollows made to form true surface and consolidated to required gradient and camber complete all as specified and directed.
M & L for preparing unsurfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt and applying evenly a priming/tack coat with paving bitumenous primer at the rate of 10 Kg per 10 Sqm of road surface, laying, rolling, consolidating bituminous premixed carpet 35 mm thick (consolidated thickness) using mechanical paver with 0.47 cum of stone chipping mixed with 25.55 kg of binder per 10 sqm of road surface, rolled and compacted to required camber and gradient rolled with roller 8 to 10 tonne and applying sand seal coat with 0.06 cum of sand mixed with 6.8 kg of bitumen per 10 sqm of road surface and rolling to uniform smooth surface with paving bitumen, applied and rolled to a uniform smooth surface with paving bitumen complete all as specified and directed by Engr-in-charge.
M & L for providing and marking broken centre line/side lines/Zebra lines on road pavement and the like of any description and width with thermoplastic paint hot applied with machine conforming to BS-3262 and according to the specification laid down by IRC and MOST (Ministry of Surface Transport) specification 2001(4th revision) complete all as specified and directed.
SATISH AGGARWAL AND CO
J K AND COMPANY
M/s Shakti Builders
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