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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.5 LAccepted-AOC | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹11.9 L+₹42,266 (3.68%)Rejected-AOC GT ROAD MALSIAN JALANDHAR | MALSIAN | JALANDHAR | PUNJAB | L2 | Rejected-AOC Other than lowest bidder | |
| 3 | L3₹12.3 L+₹79,530 (6.93%)Rejected-AOC 0000 UNNAMED ROAD GAJIYA KANTIT VINDHYACHAL MIRZAPUR UTTAR PRADESH 231307 | MIRZAPUR | UTTAR PRADESH | 231307 | L3 | Rejected-AOC Other than lowest bidder |
Tender Value
₹18 L
EMD Value
₹36,000
Closing Date
20 Jun 2020, 6:00 pmClosed
CWE Jalandhar Cantt
HQ CWE kabir Road Jalandhar Cantt Pin-144005
Please refer tender documents
2020_MES_333829_1
CA NO. CWE/JAL/W-79/2019-20 8319/79/E8
Open Tender
Civil Works
Item Rate
180 days
Jalandhar Cantt
Class E Category a(i) for contractors enlisted with MES
8 documents required · 8 mandatory
₹500
Garrison Engineer West JRC
₹36,000
Yes
14 Jul 2020
13 Mar 2020
22 Jun 2020
13 Mar 2020
20 Jun 2020
30 May 2020
Amount
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 500 mtr complete all as specified and directed.
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 (2.5cm thick) and sealed with liquid seal coatby 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 not exceeding 30mm 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-1 (90mm 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.
All as per Srl item No 3 here-in-before but except material complete all as 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 bitumen (VG-10) at the rate of 5 Kg per 10 Sqm of road surface, laying, rolling, consolidating 30 mm thick (consolidated thickness) bituminous premixed asphaltic semi dense concrete with 5.5% binder content of bitumen VG-30 by weight of total mix laid with mechanical paver roller and compacted to required camber and gradient and rolled with pressure roller and 8 to 10 tonne power road roller to achieve a uniform smooth surface with Pneumatic vibratory roller complete all as specified and directed. 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.
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 bitumen (VG-10) at the rate of 10 Kg per 10 Sqm of road surface, laying, rolling, consolidating bituminous premixed carpet 40 mm thick bituminous premixed asphaltic semi dense concrete with 5.5% binder content of bitumen VG-30 by weight total mix laid with mechanical paver rolled and compacted to required camber and gradient and rolled with pressure roller and 8 to 10 tonne power road roller to achieve unifirm surfacecomplete all as specified and directed.
M & L for Precast factory made cement concrete solid blocks for road edging exc 10cm in width and setting in CM 1:6 type B-1 !:2:4 continous on both side of road complete including necessary excavation and embedding blocks in ground to the required depth as directed and tamping around after filling earth and removing spoil to a a surplus soil to a distance not exc 50m and including applying two coats of synthetic enamel paint in alternate colour over a coat of primer complete all as specified.
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.
S & F SOLAR STUD 125mmx125mmx25mm, size made of aluminium alloy and PC construction, solar controller, fixing with epoxy adhesive complete all as specified and directed. Make: DARK EYE Cat Part No. DHRUV (DA-110) or equivalent in TATA BP SOLAR.
supply and fixing road stud (Catseye) High polymer 100x100mmx25mm,two way/one way reflective complete all as specified cat pat No DA-51 of dark eye or equivalent in tata BP solar or greenlite/sinor infrastructure.
SATISH AGGARWAL AND CO
J K AND COMPANY
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