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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹93.4 LAccepted-Finance 53 13 A OUTER CIRCULAR ROAD KILPAUK GARDEN COLONY CHENNAI 600 010 | CHENNAI | CHENNAI | TAMIL NADU | 600010 | ₹93.4 L | L1 | Accepted-Finance Being L1 |
| 2 | L2₹97.8 L+₹4.3 L (4.63%)Rejected-Finance NO 3 SANDAI GARDEN 1ST MAIN ROAD PARUTHIPATTU AVADI CHENNAI 600 071 | THIRUVALLUR | TAMIL NADU | 600071 | ₹97.8 L+₹4.3 L (4.63%) | L2 | Rejected-Finance Being L2 |
| 3 | L3₹1.1 Cr+₹15.3 L (16.4%)Rejected-Finance | ₹1.1 Cr+₹15.3 L (16.4%) | L3 | Rejected-Finance Being L3 |
| 4 | Rejected-Technical NO 17 5 SOLOMON STREET ADHI NAGAR EAST TAMBARAM CHENNAI 600 059 | CHENNAI | TAMIL NADU | 600001 | - | - | Rejected-Technical Not enlisted for appropriate class |
| Sl No | Description | Qty | Unit | M/s.Sai Agency L1 | k.sundarrajan and sons L2 | R.NIMRODE L3 |
|---|---|---|---|---|---|---|
| 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 filling in with screened and graded road metal, watering and well ramming (including supply of road metal) etc. complete all as specified and as directed by Engineer- in- charge | 16.5 | X Sqm | 2,800 ₹46,200 | 1,500 ₹24,750 | 100 ₹1,650 Lowest |
| 2.00 | 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 binder 9.8 kg per 10 Sqm, binded with 0.09Cum of stone chippings, 6.3mm size and again well rammed ( including supply of premixed macadam, binder and chippings) and rolled with power roller complete all as specified and as directed by Engineer-in-Charge. | 6 | X Sqm | 2,900 ₹17,400 | 2,500 ₹15,000 Lowest | 3,000 ₹18,000 |
| 3.00 | M&L for scarifying or picking gravelled, macadam or bituminous macadam surfaces exceeding 50 mm and not exceeding 100 mm deep, in area exceeding 400 sqm, complete all as specified and directed. | 237 | X Sqm | 150 ₹35,550 Lowest | 250 ₹59,250 | 300 ₹71,100 |
| 4.00 | M&L for water bound macadam with granite trap or basalt coarse aggregates of grading 2 (63 to 40mm size) or grading 3 (50 to 20mm size), 75mm thick (compacted thickness) spread, rolled and consolidated to required gradient and camber by using vibratory roller 8 to 12 tonne capacity complete all as specified and directed. | 137 | X Sqm | 2,300 ₹3,15,100 | 2,500 ₹3,42,500 | 2,000 ₹2,74,000 Lowest |
| 5.00 | All as per item no 4 above but except materials | 10 | X Sqm | 2,000 ₹20,000 | 500 ₹5,000 Lowest | 2,000 ₹20,000 |
| 6.00 | 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 complete all as specified and directed. | 243.5 | X Sqm | 75 ₹18,262.5 | 25 ₹6,087.5 Lowest | 100 ₹24,350 |
| 7.00 | M&L for applying paving bitumen of grade VG-30 evenly a priming / tack coat with bituminous primer 10 Kg/ 10 Sqm on unsurfaced WBM complete all as specified and as directed. | 243.5 | X Sqm | 300 ₹73,050 Lowest | 700 ₹1,70,450 | 500 ₹1,21,750 |
| 8.00 | M&L for premix bituminous macadam by using Hot mix plant ,50mm / 75 mm consolidated thickness as required at site 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 | 118.5 | Cum | 8,500 ₹10,07,250 Lowest | 9,000 ₹10,66,500 | 10,500 ₹12,44,250 |
| 8.01Note : (a) Bituminous macadam shall be as per MORTH specification (b) 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. (c) Mix shall be obtained from computerized hot mix plant and spreading shall be done by using mechanical paver only (d) 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. (e) 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. | ||||||
| 8.02(f) Contractor quoted rate shall be for 4.0% binder content only .If the binder content shall be less than 4.0% 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 4.0% and no other claim whatsoever on this account shall be allowed and admissible | ||||||
Tender Value
₹1.0 Cr
EMD Value
₹1.8 L
Closing Date
14 Aug 2026, 6:00 pmClosed
Col Animesh Srivastava, CWE Chennai
COMMANDER WORKS ENGINEERS CHENNAI PALLAVAN SALAI CHENNAI 600 002
REPAIRS / RESURFACING TO CERTAIN ROADS AT INSIDE AND OUTSIDE OTA AND AT MH, DEFENCE COLONY, NANDAMBAKKAM AND PALLAVARAM UNDER GE STM
2026_MES_770811_2
86618/E8
Open Tender
Civil Works - Roads
Item Rate
120 days
GE STM Chennai
All as per Tender document
8 documents required · 8 mandatory
₹1,000
GE STM Chennai
₹1.8 L
Yes
9 Sept 2026
24 Jul 2026
17 Aug 2026
24 Jul 2026
14 Aug 2026
31 Jul 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 filling in with screened and graded road metal, watering and well ramming (including supply of road metal) etc. complete all as specified and as directed by Engineer- in- charge | - | X Sqm | 1 | - |
| 2 | 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 binder 9.8 kg per 10 Sqm, binded with 0.09Cum of stone chippings, 6.3mm size and again well rammed ( including supply of premixed macadam, binder and chippings) and rolled with power roller complete all as specified and as directed by Engineer-in-Charge. | - | X Sqm | 1 | - |
| 3 | M&L for scarifying or picking gravelled, macadam or bituminous macadam surfaces exceeding 50 mm and not exceeding 100 mm deep, in area exceeding 400 sqm, complete all as specified and directed. | - | X Sqm | 1 | - |
| 4 | M&L for water bound macadam with granite trap or basalt coarse aggregates of grading 2 (63 to 40mm size) or grading 3 (50 to 20mm size), 75mm thick (compacted thickness) spread, rolled and consolidated to required gradient and camber by using vibratory roller 8 to 12 tonne capacity complete all as specified and directed. | - | X Sqm | 1 | - |
| 5 | All as per item no 4 above but except materials | - | X Sqm | 1 | - |
| 6 | 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 complete all as specified and directed. | - | X Sqm | 1 | - |
| 7 | M&L for applying paving bitumen of grade VG-30 evenly a priming / tack coat with bituminous primer 10 Kg/ 10 Sqm on unsurfaced WBM complete all as specified and as directed. | - | X Sqm | 1 | - |
| 8 | M&L for premix bituminous macadam by using Hot mix plant ,50mm / 75 mm consolidated thickness as required at site 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 | 118.5 | Cum | 1 | ₹118.5 |
| 8.02 | (f) Contractor quoted rate shall be for 4.0% binder content only .If the binder content shall be less than 4.0% 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 4.0% and no other claim whatsoever on this account shall be allowed and admissible | - | - | - | - |
| 9 | M&L for preparing the black top surfaces by wire brushing with wire brushes for removing caked mud etc. sweeping with brooms and finally fanning the cleaned surface with air compresor / gunny bags to remove all loose dirt etc complete all as specified and directed. | - | X Sqm | 1 | - |
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