Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.4 LAccepted-AOC 53 13 A OUTER CIRCULAR ROAD KILPAUK GARDEN COLONY CHENNAI 600 010 | CHENNAI | CHENNAI | TAMIL NADU | 600010 | L1 | Accepted-AOC Being a lowest bidder | |
| 2 | L2₹27.5 L+₹91,393.90 (3.43%)Rejected-Finance 135 CHAKRANA TIWARI CHAKA NAINI PRAYAGRAJ 211008 UTTAR PRADESH | PRAYAGRAJ | UTTAR PRADESH | 211008 | L2 | Rejected-Finance Being a second lowest bidder | |
| 3 | L3₹29.4 L+₹2.8 L (10.4%)Rejected-Finance NO 15 PULAVAR GOVINDAN STREET GANDHI NAGAR AVADI CHENNAI 600 054 | AVADI | CHENNAI | TAMIL NADU | 600054 | L3 | Rejected-Finance Being a third lowest bidder |
| Sl No | Description | Qty | Unit | M/s.Sai Agency L1 | Vijay Builders L2 | D Subramani & Sons L3 |
|---|---|---|---|---|---|---|
| 1.00 | M&L for repair to pot holes any 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 pwer roller complete all as specified and as directed by Engineer-in-Charge. | 2 | XSqm | 3,000 ₹6,000 | 1,359 ₹2,718 Lowest | 2,100 ₹4,200 |
| 2.00 | M&L for preparing existing black top surfaces of road by brushing with wire brush for removing caked mud etc, sweeping with Mechanical blower / Air Compresor to remove all loose dirt etc.complete all as specified and as directed by Engineer-in-Charge. | 500 | XSqm | 30 ₹15,000 Lowest | 36 ₹18,000 | 50 ₹25,000 |
| 3.00 | 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 by using bitumen pressure spraying machine complete all as specified and as directed | 500 | XSqm | 220 ₹1,10,000 Lowest | 225 ₹1,12,500 | 350 ₹1,75,000 |
| 4.00 | M&L for Bituminous premixed semi dense asphaltic concrete (SDAC) ,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 | 500 | XSqm | 3,400 ₹17,00,000 Lowest | 3,699 ₹18,49,500 | 3,450 ₹17,25,000 |
| 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 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. | ||||||
| 4.02(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 50/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 | ||||||
| 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 | 3 | Cum | 7,500 ₹22,500 | 8,199 ₹24,597 | 7,000 ₹21,000 Lowest |
| 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 preparing road surface including cleaning the road surface of all dirt, seals, oil, grease and foreign material etc and applying 2.5mm thick road marking strips (Retro reflective) of specified shade/colour using hot thermoplastic material conforming to IS-164(1981) by fully automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser including glass beads, propane tank heater and profile shoe heater, driven by experienced operator in accordance with Manufacturer’s instructions all as per BS EN 1871, BS EN 1423 and BS EN 1424 complete all as specified and directed. | 100 | Sqm | 420 ₹42,000 Lowest | 603 ₹60,300 | 550 ₹55,000 |
Tender Value
₹35.4 L
EMD Value
₹70,800
Closing Date
30 Sept 2025, 6:00 pmClosed
COMMANDER WORKS ENGINEERS
COMMANDER WORKS ENGINEERS CHENNAI PALLAVAN SALAI CHENNAI 600 002
REPIARS TO ROADS ,BERMS AND ROAD FURNITURE WORKS UNDER GE CHENNAI
2025_MES_729015_1
88491/E8
Open Tender
Civil Works - Roads
Item Rate
180 days
GE Chennai
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE Chennai
₹70,800
Yes
14 Nov 2025
2 Sept 2025
2 Oct 2025
2 Sept 2025
30 Sept 2025
16 Sept 2025
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .