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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.5 LAccepted-AOC | L1 | Accepted-AOC Being the lowest bidder. | |
| 2 | L2₹36.2 L+₹4.4 L (14.0%)Rejected-Finance NO 07 MOOGAMBIKAI AVENUE BEHIND HOINA HOSTEL KANNADAPALAYAM THIRUNINRAVUR CHENNAI 602 024 | CHENNAI | THIRUVALLUR | TAMIL NADU | 602024 | L2 | Rejected-Finance Being a 2nd lowest bidder | |
| 3 | L3₹37.9 L+₹6.1 L (19.3%)Rejected-Finance | L3 | Rejected-Finance Being a 3rd lowest bidder | |
| 4 | L4₹39.3 L+₹7.6 L (23.9%)Rejected-Finance 135 CHAKRANA TIWARI CHAKA NAINI PRAYAGRAJ 211008 UTTAR PRADESH | PRAYAGRAJ | UTTAR PRADESH | 211008 | L4 | Rejected-Finance Being a 4th lowest bidder |
| Sl No | Description | Qty | Unit | Vijay Builders L4 | Santhosh Infrastructure L1 | SAI SRI HARSHA ENTERPRISES L2 | M/s Omm Muruga Enterprises L3 |
|---|---|---|---|---|---|---|---|
| 1.00 | M&L for cold milling of existing Asphaltic bituminous surface of any description to a required depth by using milling machine (including other machineries / vehicle/equipments as required for milling) and cleaning the milled surface and remove the milled material completely from worksite to designated dumping yard complete all as specified and as directed complete all as specified and as directed by Engineer-in-Charge. | 232 | Cum | 306 ₹70,992 Lowest | 1,300 ₹3,01,600 | 1,400 ₹3,24,800 | 1,700 ₹3,94,400 |
| 2.00 | 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. | 580 | Xsqm | 36 ₹20,880 Lowest | 100 ₹58,000 | 50 ₹29,000 | 150 ₹87,000 |
| 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 sprayer machine complete all as specified and as directed | 580 | Xsqm | 306 ₹1,77,480 | 120 ₹69,600 Lowest | 300 ₹1,74,000 | 250 ₹1,45,000 |
| 4.00 | 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 | 580 | X Sqm | 3,699 ₹21,45,420 | 3,000 ₹17,40,000 Lowest | 3,600 ₹20,88,000 | 3,600 ₹20,88,000 |
| 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 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. (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 .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 | |||||||
| 5.00 | M&L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like not excceding 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 complete all as per Manufacturers specifications / instruction and as directed by Engineer-in-Charge . | 320 | Sqm | 603 ₹1,92,960 | 500 ₹1,60,000 | 570 ₹1,82,400 | 450 ₹1,44,000 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. | 140 | Xsqm | 279 ₹39,060 | 290 ₹40,600 | 50 ₹7,000 Lowest | 145 ₹20,300 |
| 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. | 140 | Xsqm | 549 ₹76,860 | 900 ₹1,26,000 | 320 ₹44,800 Lowest | 800 ₹1,12,000 |
| 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 | 65 | Cum | 7,299 ₹4,74,435 | 6,800 ₹4,42,000 Lowest | 8,900 ₹5,78,500 | 7,000 ₹4,55,000 |
Tender Value
₹44.7 L
Closing Date
16 Mar 2026, 6:00 pmClosed
Col Animesh Srivastava,SM
COMMANDER WORKS ENGINEERS CHENNAI PALLAVAN SALAI CHENNAI 600 002
SPECIAL REPAIRS TO ROAD FROM BLDG NO T-07 TOWARDS SSI BLDG NO T-27 IN ADM AREA AND ROAD LEADING FROM OD MAIN GATE TO BLDG NO T-60 IN TECH AREA AT OD AVADI UNDER GE AVADI
2026_MES_753894_1
87772/E8
Open Tender
Civil Works - Others
Item Rate
120 days
GE Avadi
As per Tender documents
8 documents required · 8 mandatory
₹500
GE Avadi
Exempted
11 May 2026
23 Feb 2026
18 Mar 2026
2 Mar 2026
16 Mar 2026
9 Mar 2026
M&L for cold milling of existing Asphaltic bituminous surface of any description to a required depth by using milling machine (including other machineries / vehicle/equipments as required for milling) and cleaning the milled surface and remove the milled material completely from worksite to designated dumping yard complete all as specified and as directed complete all as specified and as directed by Engineer-in-Charge.
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.
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 sprayer machine complete all as specified and as directed
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
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. (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
M&L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like not excceding 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 complete all as per Manufacturers specifications / instruction and as directed by Engineer-in-Charge .
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.
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.
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
Note : (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 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.
(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
M&L for dismantling and removing the old/unserviceable / damaged road furniture items like cat eye, solar cat eye and delineator of any description without damaging the road surface complete all as specified
S&F in repairs cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and including MS stud of suitable size as per Manufactures instructions complete all as specified and directed.Make: Tata BP/Dark eye/Green Light/3M
Demolition of cement concrete ( un-reinforced) of any description and in any position not otherwise specifically provided complete all as specified.
M&L for plain cement concrete 1:5:10 type E2 using 40 mm graded stone aggregate,100mm thick as in sub base in path / hardstanding completed all as specified and directed.
M&L for plain cement concrete 1:2:4 type B1 using 20mm graded stone aggregate ,100 mm thick as in flooring including necessary form work and finished the surfacesof concrete topping ,even and fair without using extra cement complete all as specified and as directed
M&L for forming contraction (Dummy) joints 65mm deep x 10mm wide, filled with Grade A sealing compound complete all as specified and as directed
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