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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹53.9 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 after deducting Sch of credit | |
| 2 | L2₹54.6 L+₹56,460 (1.05%)Rejected-Finance | L2 | Rejected-Finance Being a 2nd lowest Tenderer | |
| 3 | L3₹57.1 L+₹3.1 L (5.66%)Rejected-Finance NO 07 MOOGAMBIKAI AVENUE BEHIND HOINA HOSTEL KANNADAPALAYAM THIRUNINRAVUR CHENNAI 602 024 | CHENNAI | THIRUVALLUR | TAMIL NADU | 602024 | L3 | Rejected-Finance Being a 3rd lowest Tenderer | |
| 4 | L4₹57.7 L+₹3.7 L (6.87%)Rejected-Finance | L4 | Rejected-Finance Being a 4th lowest Tenderer | |
| 5 | L5₹58.5 L+₹4.5 L (8.37%)Rejected-Finance 135 CHAKRANA TIWARI CHAKA NAINI PRAYAGRAJ 211008 UTTAR PRADESH | PRAYAGRAJ | UTTAR PRADESH | 211008 | L5 | Rejected-Finance Being a 5th lowest Tenderer |
| Sl No | Description | Qty | Unit | kcs builders L6 | jayashree construction L2 | M/s.Sai Agency L1 | Vijay Builders L5 | SAI SRI HARSHA ENTERPRISES L3 | k.sundarrajan and sons L7 | Santhosh Infrastructure L4 |
|---|---|---|---|---|---|---|---|---|---|---|
| 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 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 ,(including supply of SDAC) depth of potholes not exceeding 30mm complete all as specified and as directed by Engineer-in-Charge. | 8 | X Sqm | 1,440 ₹11,520 | 2,000 ₹16,000 | 2,500 ₹20,000 | 1,449 ₹11,592 | 1,299 ₹10,392 | 1,000 ₹8,000 Lowest | 1,800 ₹14,400 |
| 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 mechanical blower or air Compresor to remove all loose dirt etc.complete all as specified and as directed by Engineer-in-Charge. | 1,260 | X Sqm | 90 ₹1,13,400 | 15 ₹18,900 Lowest | 30 ₹37,800 | 36 ₹45,360 | 39 ₹49,140 | 25 ₹31,500 | 35 ₹44,100 |
| 3.00 | M&L for applying evenly a priming / tack coat with bituminous primer of paving bitumen of grade VG-30 at the rate of 5 kg per 10 sqm over bituminous surface by using pressure sprayer machine complete all as specified and as directed | 1,260 | X Sqm | 217 ₹2,73,420 | 120 ₹1,51,200 Lowest | 150 ₹1,89,000 | 225 ₹2,83,500 | 249 ₹3,13,740 | 250 ₹3,15,000 | 150 ₹1,89,000 |
| 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 | 1,260 | X Sqm | 3,670 ₹46,24,200 | 3,550 ₹44,73,000 | 3,220 ₹40,57,200 Lowest | 3,339 ₹42,07,140 | 3,399 ₹42,82,740 | 4,011 ₹50,53,860 | 3,350 ₹42,21,000 |
| 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 providing and applying 2.5 mm thick road marking (Retro reflective) centre line, strips, stop lines, arrows etc exceeding 10 cm in width of specified shade or colour by using hard thermo plastic material applying on road surface by using fully automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator including preparing and cleaning the road surface of all dirt,seals, oil, grease and foreign material etc.complete all as per Manufacturers specifications / instruction complete all as specified and directed by Engineer-in-Charge and in accordance with the manufacturer's specifications. | 500 | Sqm | 690 ₹3,45,000 | 440 ₹2,20,000 | 410 ₹2,05,000 Lowest | 603 ₹3,01,500 | 569 ₹2,84,500 | 450 ₹2,25,000 | 550 ₹2,75,000 |
| 6.00 | S&F CAT Eye Solar reflective type of double side metal body alloy of size 100 mm x 100 mm x 20 mm with PAMA strip lens reflectors of model no. DA 972.0 or equivalent make approved by GE fixed with and including MS Stud of suitable sizes as per Manufacturers instructions and as directed. | 300 | Each | 225 ₹67,500 Lowest | 250 ₹75,000 | 320 ₹96,000 | 405 ₹1,21,500 | 349 ₹1,04,700 | 1,500 ₹4,50,000 | 350 ₹1,05,000 |
| 7.00 | M&L for demolition of cement concrete of any description (unreinforced) in ground, floors and pavings not exceeding 15 cm thickness (below or above ground level) including removing off debries complete all as specified. | 52 | Cum | 225 ₹11,700 | 300 ₹15,600 | 120 ₹6,240 Lowest | 549 ₹28,548 | 299 ₹15,548 | 500 ₹26,000 | 1,200 ₹62,400 |
| 8.00 | M&L for plain cement concrete 1:4:8 type D2 using 40mm graded stone aggregate as in flooring complete all as specified and directed. | 50 | Cum | 4,800 ₹2,40,000 | 4,400 ₹2,20,000 Lowest | 5,600 ₹2,80,000 | 5,499 ₹2,74,950 | 4,999 ₹2,49,950 | 7,500 ₹3,75,000 | 6,100 ₹3,05,000 |
Tender Value
₹73 L
EMD Value
₹1.3 L
Closing Date
10 Sept 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Shri Vishal Garg,IDSE,SE SAG
CWE CHENNAI Pallavan sallai Chennai
REPAIRS TO CERTAIN ROADS AT TECHNICAL AND DOMESTIC AREAS AT AF STATION UNDER GE AVADI
2025_MES_719931_2
87756/E8
Open Tender
Civil Works - Roads
Item Rate
150 days
GE Avadi
As per tender documents
8 documents required · 8 mandatory
₹1,000
GE Avadi
₹1.3 L
15 Oct 2025
20 Aug 2025
12 Sept 2025
20 Aug 2025
10 Sept 2025
27 Aug 2025
Amount
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 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 ,(including supply of SDAC) depth of potholes not exceeding 30mm 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 mechanical blower or 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 priming / tack coat with bituminous primer of paving bitumen of grade VG-30 at the rate of 5 kg per 10 sqm over bituminous surface by using pressure 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 providing and applying 2.5 mm thick road marking (Retro reflective) centre line, strips, stop lines, arrows etc exceeding 10 cm in width of specified shade or colour by using hard thermo plastic material applying on road surface by using fully automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator including preparing and cleaning the road surface of all dirt,seals, oil, grease and foreign material etc.complete all as per Manufacturers specifications / instruction complete all as specified and directed by Engineer-in-Charge and in accordance with the manufacturer's specifications.
S&F CAT Eye Solar reflective type of double side metal body alloy of size 100 mm x 100 mm x 20 mm with PAMA strip lens reflectors of model no. DA 972.0 or equivalent make approved by GE fixed with and including MS Stud of suitable sizes as per Manufacturers instructions and as directed.
M&L for demolition of cement concrete of any description (unreinforced) in ground, floors and pavings not exceeding 15 cm thickness (below or above ground level) including removing off debries complete all as specified.
M&L for plain cement concrete 1:4:8 type D2 using 40mm graded stone aggregate as in flooring complete all as specified and directed.
M&L for plain cement concrete 1:2:4, type B0 (using 12.50 mm graded stone aggregate) as in seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60cm in height, copings, kneelers, apex stones, bed plates coping including weathering, slightly rounded or chamfered angles and throating including formwork complete all specified and directed.
M&L for Chequered cement concrete coloured tiles, machine pressed of size 25cm x 25cm x 22mm thick with grey cement and pigments, set ,jointed in neat cement slurry and pointed with coloured cement to match with colour of tile, laid over and including 15mm thick screed bed in cement mortar 1:4 complete all specified and directed.
M&L for 60 mm thick machine pressed rubber moulded precast concrete interlocking paver block factory Manufactured (ISI marked) and any shape and size confirming to ISI 15658-2006 of M-35 graded, with grey cement and without pigment as in floor, payment etc complete all as specified and directed.
M&L for sand filling under floor, sand cushioning including watering and consolidation, complete all as specified and directed
jayashree construction (BID ID -3413361)
SAI SRI HARSHA ENTERPRISES (BID ID -3421475)
Santhosh Infrastructure (BID ID -3412347)
Vijay Builders (BID ID -3421710)
kcs builders (BID ID -3408752)
k.sundarrajan and sons (BID ID -3415244)
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