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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.2 LAccepted-AOC | ₹35.2 L | L1 | Accepted-AOC Being the lowest bidder |
| 2 | L2₹44.4 L+₹9.2 L (26.1%)Rejected-Finance NO 15 PULAVAR GOVINDAN STREET GANDHI NAGAR AVADI CHENNAI 600 054 | AVADI | CHENNAI | TAMIL NADU | 600054 | ₹44.4 L+₹9.2 L (26.1%) | L2 | Rejected-Finance Being L2 |
| 3 | L3₹44.5 L+₹9.3 L (26.5%)Rejected-Finance 53 13 A OUTER CIRCULAR ROAD KILPAUK GARDEN COLONY CHENNAI 600 010 | CHENNAI | CHENNAI | TAMIL NADU | 600010 | ₹44.5 L+₹9.3 L (26.5%) | L3 | Rejected-Finance Being L3 |
| 4 | L4₹46.2 L+₹11.0 L (31.2%)Rejected-Finance 135 CHAKRANA TIWARI CHAKA NAINI PRAYAGRAJ 211008 UTTAR PRADESH | PRAYAGRAJ | UTTAR PRADESH | 211008 | ₹46.2 L+₹11.0 L (31.2%) | L4 | Rejected-Finance Being L4 |
| 5 | L5₹51.7 L+₹16.5 L (46.8%)Rejected-Finance | ₹51.7 L+₹16.5 L (46.8%) | L5 | Rejected-Finance Being L5 |
| Sl No | Description | Qty | Unit | jayashree construction L5 | Vijay Builders L4 | M/s.Sai Agency L3 | Santhosh Infrastructure L1 | D Subramani & Sons L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | 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 gunny bags to remove all loose dirt etc. complete all as specified and as directed by Engineer-in-Charge. | 950 | X Sqm | 25 ₹23,750 Lowest | 45 ₹42,750 | 50 ₹47,500 | 100 ₹95,000 | 50 ₹47,500 |
| 2.00 | M&L for applying evenly as 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. | 950 | X Sqm | 275 ₹2,61,250 | 369 ₹3,50,550 | 200 ₹1,90,000 | 110 ₹1,04,500 Lowest | 230 ₹2,18,500 |
| 3.00 | 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.
Note :
(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. | 950 | X Sqm | 4,669 ₹44,35,550 | 3,960 ₹37,62,000 | 4,050 ₹38,47,500 | 3,100 ₹29,45,000 Lowest | 4,050 ₹38,47,500 |
| 3.01(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 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 | ||||||||
| 4.00 | M&L for preparing bituminous surfaces of road and applying 2.5 mm thick road marking (Retro reflective) paint as in centre lines, stop lines, dashes, arrows etc. and the like not exceeding 10cm wide on roads , pavements surfaces with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per Manufacturers instruction complete all as specified and directed. | 505 | Sqm | 600 ₹3,03,000 | 639 ₹3,22,695 | 450 ₹2,27,250 Lowest | 500 ₹2,52,500 | 510 ₹2,57,550 |
| 5.00 | M&L for dismantling and removing the old/unserviceable / damaged road furniture item like cat eye of any description without damaging the road surface complete all as specified | 285 | Each | 200 ₹57,000 | 27 ₹7,695 | 100 ₹28,500 | 25 ₹7,125 | 2 ₹570 Lowest |
| 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. Make : Dark Eye , GREENS / GREENLITE or equivalent of makes as approved by CWE. | 285 | Each | 300 ₹85,500 | 459 ₹1,30,815 | 390 ₹1,11,150 | 400 ₹1,14,000 | 230 ₹65,550 Lowest |
Tender Value
₹48.5 L
EMD Value
₹97,000
Closing Date
29 May 2026, 6:00 pmClosed
Col Animesh Srivastava,SM
COMMANDER WORKS ENGINEERS CHENNAI PALLAVAN SALAI CHENNAI 600 002
SPECIAL REPAIRS TO ROAD LEADING FROM BUILDING NO T-53 TOWARDS GUARD POST NO 5 IN OD TECH AREA UNDER GE AVADI
2026_MES_764257_1
87779/E8
Open Tender
Civil Works
Item Rate
90 days
GE Avadi
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
GE Avadi
₹97,000
Yes
10 Sept 2026
8 May 2026
1 Jun 2026
8 May 2026
29 May 2026
22 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 gunny bags to remove all loose dirt etc. complete all as specified and as directed by Engineer-in-Charge. | 950 | X Sqm | - | - |
| 2 | M&L for applying evenly as 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. | 950 | X Sqm | 100 | ₹95,000 |
| 3 | 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.
Note :
(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. | 950 | X Sqm | 53 | ₹50,350 |
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