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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹65.4 LAccepted-AOC | L1 | Accepted-AOC BEING THE LOWEST BIDDER | |
| 2 | L2₹79.0 L+₹13.4 L (20.5%)Rejected-Finance 53 13 A OUTER CIRCULAR ROAD KILPAUK GARDEN COLONY CHENNAI 600 010 | CHENNAI | CHENNAI | TAMIL NADU | 600010 | L2 | Rejected-Finance Being a 2nd lowest bidder | |
| 3 | L3₹86.6 L+₹21.0 L (32.0%)Rejected-Finance | L3 | Rejected-Finance Being a 3rd Lowest Bidder |
| Sl No | Description | Qty | Unit | jayashree construction L3 | M/s.Sai Agency L2 | Santhosh Infrastructure L1 |
|---|---|---|---|---|---|---|
| 1.00 | M&L for repairs to potholes any depth, not exceeding 1 Sqm each including sweeping ,free from dust and mud or water, scoring sunken surfaces in roads, paths, etc. by cutting around edges to at least 25mm 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 ,(including supply of SDAC) depth of potholes not exceeding 30mm complete all as specified and as directed by Engineer-in-Charge. | 10 | X Sqm | 2,500 ₹25,000 | 3,000 ₹30,000 | 1,500 ₹15,000 Lowest |
| 2.00 | 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 mechanical blower or air Compresor to remove all loose dirt etc.complete all as specified and as directed by Engineer-in-Charge. | 1,670 | X Sqm | 25 ₹41,750 Lowest | 50 ₹83,500 | 100 ₹1,67,000 |
| 3.00 | M&L for applying evenly a priming / tack coat with bituminous primer using cold bitumen emulsion at the rate of 5 kg per 10 sqm ,conform to IS 3117-2004 over bituminous surface by using pressure sprayer machine complete all as specified and as directed | 1,670 | X Sqm | 225 ₹3,75,750 | 200 ₹3,34,000 | 110 ₹1,83,700 Lowest |
| 4.00 | 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 10 to 12 tonne capacity complete all as specified and directed by Engineer-in-Charge | 1,670 | X Sqm | 4,469 ₹74,63,230 | 4,000 ₹66,80,000 | 3,200 ₹53,44,000 Lowest |
| 4.01Note : (a) 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) 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 job mix shall be designed from the Government Engineering Colleges ,Wing of CME Pune and Highways Research Station / IIT Chennai only, job mix formula shall be approved by GE before incorporation. (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. | ||||||
| 4.02(g) Contractor quoted rate shall be for 5.5% binder content .If the binder content shall be less than 5.5% by weight of total mix , 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 | ||||||
| 5.00 | 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 and in accordance with the manufacturer's specifications. | 550 | Sqm | 550 ₹3,02,500 | 450 ₹2,47,500 Lowest | 600 ₹3,30,000 |
| 6.00 | S&F CAT Eye Solar reflective type of double side metal body alloy of size 100 mm x 100 mm x 20 mm with PAMA strip lens reflectors of model no. DA 972.0 or equivalent make approved by GE fixed with and including MS Stud of suitable sizes as per Manufacturers instructions and as directed. | 360 | Each | 350 ₹1,26,000 Lowest | 425 ₹1,53,000 | 400 ₹1,44,000 |
| 7.00 | M&L for demolition of cement concrete of any description (unreinforced) in ground, floors and pavings not exceeding 15 cm thickness (below or above ground level) including removing off debries complete all as specified. | 22 | Cum | 350 ₹7,700 Lowest | 1,200 ₹26,400 | 1,400 ₹30,800 |
| 8.00 | M&L for plain cement concrete 1:4:8 type D2 using 40mm graded stone aggregate as in flooring complete all as specified and directed. | 20 | Cum | 5,500 ₹1,10,000 | 5,500 ₹1,10,000 | 4,800 ₹96,000 Lowest |
Tender Value
₹87 L
EMD Value
₹1.6 L
Closing Date
18 May 2026, 6:00 pmClosed
Col Animesh Srivastava,SM
COMMANDER WORKS ENGINEERS CHENNAI PALLAVAN SALAI CHENNAI 600 002
REPAIRS TO CERTAIN ROADS AND POT HOLES AT DOMESTIC AND TECHNICAL AREAS AT AF STATION UNDER GE AVADI
2026_MES_762553_1
87776/E8
Open Tender
Civil Works - Roads
Item Rate
120 days
GE Avadi
All as per Tender document
8 documents required · 8 mandatory
₹1,000
GE Avadi
₹1.6 L
Yes
30 Jun 2026
28 Apr 2026
20 May 2026
28 Apr 2026
18 May 2026
11 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M&L for repairs to potholes any depth, not exceeding 1 Sqm each including sweeping ,free from dust and mud or water, scoring sunken surfaces in roads, paths, etc. by cutting around edges to at least 25mm 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 ,(including supply of SDAC) depth of potholes not exceeding 30mm complete all as specified and as directed by Engineer-in-Charge. | 10 | X Sqm | 1.25 | ₹12.5 |
| - | 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 mechanical blower or air Compresor to remove all loose dirt etc.complete all as specified and as directed by Engineer-in-Charge. | 1,670 | X Sqm | - | - |
| - | M&L for applying evenly a priming / tack coat with bituminous primer using cold bitumen emulsion at the rate of 5 kg per 10 sqm ,conform to IS 3117-2004 over bituminous surface by using pressure sprayer machine complete all as specified and as directed | 1,670 | X Sqm | 100 | ₹1,67,000 |
| - | 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 10 to 12 tonne capacity complete all as specified and directed by Engineer-in-Charge | 1,670 | X Sqm | 53 | ₹88,510 |
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