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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-Finance 135 CHAKRANA TIWARI CHAKA NAINI PRAYAGRAJ 211008 UTTAR PRADESH | PRAYAGRAJ | UTTAR PRADESH | 211008 | ₹1.0 Cr | L1 | Accepted-Finance Being a lowest bidder |
| 2 | L2₹1.1 CrRejected-Finance NO 15 PULAVAR GOVINDAN STREET GANDHI NAGAR AVADI CHENNAI 600 054 | AVADI | CHENNAI | TAMIL NADU | 600054 | ₹1.1 Cr | L2 | Rejected-Finance Being a 2nd lowest bidder |
| 3 | L3₹1.2 CrRejected-Finance 53 13 A OUTER CIRCULAR ROAD KILPAUK GARDEN COLONY CHENNAI 600 010 | CHENNAI | CHENNAI | TAMIL NADU | 600010 | ₹1.2 Cr | L3 | Rejected-Finance Being a 3rd lowest bidder |
| 4 | L4₹2.6 CrRejected-Finance | ₹2.6 Cr | L4 | Rejected-Finance Being a 4th lowest bidder |
| 5 | Rejected-Technical NO 17 5 SOLOMON STREET ADHI NAGAR EAST TAMBARAM CHENNAI 600 059 | CHENNAI | TAMIL NADU | 600001 | - | - | Rejected-Technical Not enlisted in appropriate class and documents in support of eligibility alongwith EMD not submitted |
| Sl No | Description | Qty | Unit | M/s.Sai Agency L3 | Vijay Builders L1 | ASHWIN ASSOCIATES L4 | D Subramani & Sons L2 |
|---|---|---|---|---|---|---|---|
| 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 | 4.8 | XSQM | 3,500 ₹16,800 | 1,449 ₹6,955.20 | 4,640 ₹22,272 | 1,200 ₹5,760 |
| 2.00 | M&L for repair to pot holes depth 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 power roller complete all as specified and as directed by Engineer-in-Charge. | 1.5 | XSQM | 3,500 ₹5,250 | 1,449 ₹2,173.50 | 9,500 ₹14,250 | 1,400 ₹2,100 |
| 3.00 | 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 to remove all loose dirt etc.complete all as specified and as directed by Engineer-in-Charge. | 1,459.5 | XSQM | 53 ₹77,353.50 | 36 ₹52,542 | 500 ₹7.3 L | 50 ₹72,975 |
| 4.00 | M&L for applying evenly a tack coat with bitumen primer of paving bitumen of grade VG-10 at the rate of 5 kg per 10 sqm over bituminous surface by using bitumen pressure spraying machine complete all as specified and as directed | 2,000.5 | XSQM | 305 ₹6.1 L | 369 ₹7.4 L | 707 ₹14.1 L | 350 ₹7.0 L |
| 5.00 | M&L for premix Dense Bituminous Macadam (DBM), as in profile layer, with grading 2 of IRC laid in layers of 75mm or less (consolidated) thickness using 4.0% binder content by weight of total mix, with paving bitumen of grade VG-30 using hot mix plant , spread, rolled and compacted to required camber and gradient complete using mechanical sensor paver and rolled to a uniform, smooth surface using Tandem vibratory roller 8 to 12 tonne capacity complete all as specified and as directed by Engineer-in-Charge | 310.5 | Cum | 10,000 ₹31.1 L | 9,000 ₹27.9 L | 23,000 ₹71.4 L | 8,400 ₹26.1 L |
| 5.01Note : (a) Premixed Dense 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 mix shall be designed by job mix formula and approved by GE. (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. | |||||||
| 5.02(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 | |||||||
| 6.00 | 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 | 1,459.5 | XSQM | 5,000 ₹73.0 L | 4,050 ₹59.1 L | 10,400 ₹1.5 Cr | 4,600 ₹67.1 L |
| 6.01Note : (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. | |||||||
| 6.02(g) Contractor quoted rate shall be for 5.5% binder content only .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 5.5% and no other claim whatsoever on this account shall be allowed and admissible | |||||||
Updated dates
Tender Value
₹1.2 Cr
EMD Value
₹1.9 L
Closing Date
27 Apr 2026, 6:00 pmClosed
Col Animesh Srivastava,SM
Commander works engineer, Pallavan Sallai, Chennai -02
SPECIAL REPAIRS TO ROADS IN S BN AREA AT OTA AND AT 36 MAP QTRS,FAFA QTRS , PARTHIBAN AND JCOS SINGLE LIVING AREA TO MT PARK AT ARMY CAMP PALLAVARAM UNDER GE STM CHENNAI
2026_MES_752713_2
86614/E8
Open Tender
Civil Works
150 days
GE STM Chennai
As per Tender documents
7 documents required · 7 mandatory
₹1,000
GE STM Chennai
₹1.9 L
3 Jun 2026
6 Apr 2026
29 Apr 2026
6 Apr 2026
27 Apr 2026
13 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 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 | - | XSQM | - | - | itemH1Code1 |
| 2 | M&L for repair to pot holes depth 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 power roller complete all as specified and as directed by Engineer-in-Charge. | - | XSQM | - | - | - |
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. | - | XSQM | - | - | itemH1Code4 | |
M&L for applying evenly a tack coat with bitumen primer of paving bitumen of grade VG-10 at the rate of 5 kg per 10 sqm over bituminous surface by using bitumen pressure spraying machine complete all as specified and as directed | - | XSQM | - | - | itemH1Code5 | |
| 5 | M&L for premix Dense Bituminous Macadam (DBM), as in profile layer, with grading 2 of IRC laid in layers of 75mm or less (consolidated) thickness using 4.0% binder content by weight of total mix, with paving bitumen of grade VG-30 using hot mix plant , spread, rolled and compacted to required camber and gradient complete using mechanical sensor paver and rolled to a uniform, smooth surface using Tandem vibratory roller 8 to 12 tonne capacity complete all as specified and as directed by Engineer-in-Charge | - | Cum | - | - | - |
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