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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹69.0 LAccepted-AOC | L1 | Accepted-AOC Being a lowest tenderer after deducting deduction offer by contractor. | |
| 2 | L2₹75.5 L+₹6.5 L (9.48%)Rejected-Finance | L2 | Rejected-Finance Being a 2nd lowest tenderer | |
| 3 | L3₹77.9 L+₹8.9 L (12.9%)Rejected-Finance 53 13 A OUTER CIRCULAR ROAD KILPAUK GARDEN COLONY CHENNAI 600 010 | CHENNAI | CHENNAI | TAMIL NADU | 600010 | L3 | Rejected-Finance Being a 3rd lowest tenderer | |
| 4 | L4₹80.0 L+₹11.0 L (15.9%)Rejected-Finance 135 CHAKRANA TIWARI CHAKA NAINI PRAYAGRAJ 211008 UTTAR PRADESH | PRAYAGRAJ | UTTAR PRADESH | 211008 | L4 | Rejected-Finance Being a 4th lowest tenderer | |
| 5 | L5₹90.4 L+₹21.4 L (31.1%)Rejected-Finance | L5 | Rejected-Finance Being a 5th lowest tenderer |
Tender Value
₹94.5 L
Closing Date
11 Dec 2024, 6:00 pmClosed
Shri Vishal Garg, IDSE, SE(SAG)
COMMANDER WORKS ENGINEERS CHENNAI PALLAVAN SALAI CHENNAI 600 002 Shri Vishal Garg, IDSE, SE(SAG)
SPECIAL REPAIRS TO PARADE GROUND OF MTTI AT AF STATION AVADI
2024_MES_683792_1
87733/E8
Open Tender
Civil Works - Others
Item Rate
120 days
GE AVADI
As per tender documents
8 documents required · 8 mandatory
₹1,000
GE AVADI
10 Jan 2025
13 Nov 2024
18 Dec 2024
13 Nov 2024
11 Dec 2024
27 Nov 2024
13 Nov 2024 - 20 Nov 2024
Amount
M&L for repair to pot holes any depth not exceeding 30mm ,area not exceedig 1.00 Sqm each including sweeping free from dust, mud or water scoring sunken surfaces in roads, paths etc cutting around edges to atleast 25 mm in depth making good by applying tack coat of paving bitumen of grade VG-30 at 5 Kg per 10 Sqm, putting and filling pot holes with premixed bitumen mix as specified for SDAC ,well rammed and rolled with pwer roller complete all as specified and as directed by Engineer-in-Charge.
M&L for preparing existing black top surfaces of road by brushing with wire brush for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with air Compresor to remove all loose dirt etc.complete all as specified and as directed by Engineer-in-Charge.
M&L for applying evenly a priming / tack coat with bitumen primer of paving bitumen of grade VG-30 at the rate of 5 kg per 10 sqm over bituminous surface complete all as specified and directed.
M&L for premixed Dense Asphaltic Concrete (DAC) by using Hot mix plant , IRC: SP-53-2002 with grading 2 of IRC, 50 mm consolidated thickness , in single layer using bitumen of grade VG-30 with 6.0% binder content by weight of total mix and filler with cement content as per design mix (not less than 2%) spread by using mechanical paver, rolled and consolidated to required camber and gradient complete to a uniform surface by using Tandom Vibrator power roller 8 to 12 tonne capacity complete all as specified and directed by Engineer-in-Charge.
M&L for Bituminous premixed semi dense asphaltic concrete (SDAC) by using Hot mix plant ,40 mm consolidated thickness with 5.5 % binder content in weight of total mix (Paving bitumen VG-30) and filler of cement content as per design mix (not less than 2%) spread by using mechanical paver, rolled and consolidated to required camber and gradient complete to a uniform surface by using Tandom Vibrator power roller 8 to 12 tonne capacity complete all as specified and directed by Engineer-in-Charge
Note for Ser item No 04 and 05: Cement shall be used as filler at mininum 2% by weight of total mix in event of variation in design mix the percentage of filler content shall be on plus side adopted. (b) DAC and SDAC shall be as per MORTH specification (c) Laying shall be done by means of self-propelled mechanical paver, finishing with electronic sensor and hydraulic controls with suitable speed and capable of laying, spreading, tamping and finishing. (d) Mix shall be obtained from computerized hot mix plant and spreading shall be done by using mechanical paver only (e) The mix shall be designed by job mix formula and approved by GE. (f) Cost of testing charges, materials and transportation etc for job mix formula and Independent testing during execution of work shall be inclusive in the unit rate quoted and no extra payment shall be made on this account.
(g) Contractor quoted rate shall be for 6% and 5.5% binder content against item No 04 and 05 respectively only .If the binder content shall be less than 6% and 5.5% by weight of total mix against item No 4 and 05, price adjustment shall be made for less bitumen at the rate of Rs 55/kg .However no price adjustment if the binder content shall be more than as specified and no other claim whatsoever on this account shall be allowed and admissible
M&L for providing and applying 2.5 mm thick road marking (Retro reflective) centre line,strips,stop lines,arrows etc exceeding 10 cm in width of specified shade or colour by using hard thermo plastic material applying on road surface by using fully automatic thermoplastic paint applicator machine fitted with profile shoe, Glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator including preparing and cleaning the road surface of all dirt,seals, oil, grease and foreign material etc.complete all as per Manufacturers specifications / instruction complete all as specified and directed by Engineer-in-Charge.
M&L for preparation of old painted steel and iron surfaces of any description, not otherwise described, over 10cm in width or girth and applying one coat of synthetic enamel paint etc. complete all as specified and as directed
M Karthik (BID ID -3176893)
M/s.Sai Agency (BID ID -3186680)
Vijay Builders (BID ID -3186611)
B.S.CONSTRUCTIONS (BID ID -3186433)
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