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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹93.0 LAdmitted-Finance | ₹93.0 L | L1 | Admitted-Finance |
| 2 | L2₹97.9 L+₹4.9 L (5.27%)Admitted-Finance NO 15 PULAVAR GOVINDAN STREET GANDHI NAGAR AVADI CHENNAI 600 054 | AVADI | CHENNAI | TAMIL NADU | 600054 | ₹97.9 L+₹4.9 L (5.27%) | L2 | Admitted-Finance |
| 3 | L3₹98.2 L+₹5.2 L (5.54%)Admitted-Finance | ₹98.2 L+₹5.2 L (5.54%) | L3 | Admitted-Finance |
| 4 | L4₹1.0 Cr+₹7.3 L (7.84%)Admitted-Finance 53 13 A OUTER CIRCULAR ROAD KILPAUK GARDEN COLONY CHENNAI 600 010 | CHENNAI | CHENNAI | TAMIL NADU | 600010 | ₹1.0 Cr+₹7.3 L (7.84%) | L4 | Admitted-Finance |
| 5 | L5₹1.0 Cr+₹7.5 L (8.10%)Admitted-Finance NO 3 SANDAI GARDEN 1ST MAIN ROAD PARUTHIPATTU AVADI CHENNAI 600 071 | THIRUVALLUR | TAMIL NADU | 600071 | ₹1.0 Cr+₹7.5 L (8.10%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | jayashree construction L3 | M Karthik L6 | M/s.Sai Agency L4 | Santhosh Infrastructure L1 | R.NIMRODE L7 | k.sundarrajan and sons L5 | 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 air compresor / gunny bags to remove all loose dirt etc.complete all as specified and as directed by Engineer-in-Charge. | 1,890 | X Sqm | 27 ₹51,030 | 215 ₹4,06,350 | 75 ₹1,41,750 | 50 ₹94,500 | 100 ₹1,89,000 | 25 ₹47,250 Lowest | 40 ₹75,600 |
| 2.00 | M&L for applying evenly a 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. | 1,890 | X Sqm | 265 ₹5,00,850 | 510 ₹9,63,900 | 200 ₹3,78,000 | 110 ₹2,07,900 Lowest | 300 ₹5,67,000 | 150 ₹2,83,500 | 240 ₹4,53,600 |
| 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 8 to 12 tonne capacity complete all as specified and directed by Engineer-in-Charge | 1,890 | X Sqm | 3,900 ₹73,71,000 | 4,250 ₹80,32,500 | 4,000 ₹75,60,000 | 3,600 ₹68,04,000 Lowest | 6,500 ₹1,22,85,000 | 4,350 ₹82,21,500 | 4,200 ₹79,38,000 |
| 3.01Note : (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 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. | ||||||||||
| 3.02(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 | ||||||||||
| 4.00 | M&L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint with 20% glass beads (intermixed) spread laid of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed. | 700 | Sqm | 540 ₹3,78,000 | 105 ₹73,500 Lowest | 500 ₹3,50,000 | 600 ₹4,20,000 | 600 ₹4,20,000 | 450 ₹3,15,000 | 520 ₹3,64,000 |
| 5.00 | 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. | 5 | X Sqm | 2,400 ₹12,000 | 3,800 ₹19,000 | 3,000 ₹15,000 | 1,500 ₹7,500 | 3,000 ₹15,000 | 1,500 ₹7,500 | 1,200 ₹6,000 Lowest |
| 6.00 | M&L for Scarifying or picking up gravelled,macadam or bituminous macadam in area not exceeding 400 Sqm, depth not exceeding 50mm by using power machinery or by hand picking tools carefully without damaging existing road surface complete all as specified and directed. | 100 | X Sqm | 110 ₹11,000 Lowest | 263 ₹26,300 | 250 ₹25,000 | 290 ₹29,000 | 400 ₹40,000 | 250 ₹25,000 | 120 ₹12,000 |
| 7.00 | M&L for preparation of existing unsurfaced water bound macadam by brushing with wire brushes for removing caked mud, sweeping with brooms and finally fanning the cleaned surface with air compresor / gunny bags to remove all loose dirt etc.complete and applying evenly a priming coat with bituminous primer using paving bitumen of grade VG 30 at 10 kg per 10 sqm complete all as specified and directed. | 100 | X Sqm | 285 ₹28,500 Lowest | 360 ₹36,000 | 350 ₹35,000 | 900 ₹90,000 | 450 ₹45,000 | 500 ₹50,000 | 320 ₹32,000 |
| 8.00 | M&L for premix bituminous macadam by using Hot mix plant ,75 mm consolidated thickness or less with 4.0 % binder content in weight of total mix by using paving bitumen VG-30 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 | 50 | Cum | 9,500 ₹4,75,000 | 8,900 ₹4,45,000 | 9,000 ₹4,50,000 | 7,000 ₹3,50,000 | 1,200 ₹60,000 Lowest | 7,000 ₹3,50,000 | 6,200 ₹3,10,000 |
Tender Value
₹1.1 Cr
EMD Value
₹1.9 L
Closing Date
29 Jul 2026, 6:00 pmClosed
Col Animesh Srivastava,SM
COMMANDER WORKS ENGINEERS CHENNAI PALLAVAN SALAI CHENNAI 600 002
REPAIRS TO ROADS AND ROAD FURNITURE AT OD TECH AND ADMN AREA, PTMS AREA ,MH AVADI ,MAG NO 6,DET BWG AND MES INSTALLATION UNDER GE AVADI
2026_MES_774587_1
87784/E8
Open Tender
Civil Works
Item Rate
150 days
GE Avadi
As per tender document
8 documents required · 8 mandatory
₹1,000
GE Avadi
₹1.9 L
Yes
19 Aug 2026
24 Jun 2026
31 Jul 2026
24 Jun 2026
29 Jul 2026
15 Jul 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 air compresor / gunny bags to remove all loose dirt etc.complete all as specified and as directed by Engineer-in-Charge. | 1,890 | X Sqm | 1.25 | ₹2,362.5 |
| - | M&L for applying evenly a 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. | 1,890 | X Sqm | - | - |
| - | 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 | 1,890 | X Sqm | 100 | ₹1,89,000 |
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