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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 | L3₹15.2 L−₹1.1 L (6.52%)Accepted-AOC NO 6 BAJANAI KOIL CROSS STREET CHATHIRAM PATTABIRAM CHENNAI 600 072 | CHENNAI | CHENNAI | TAMIL NADU | 600072 | L3 | Accepted-AOC Being a lowest bidder | |
| 2 | L1₹16.3 LRejected-Finance 135 CHAKRANA TIWARI CHAKA NAINI PRAYAGRAJ 211008 UTTAR PRADESH | PRAYAGRAJ | UTTAR PRADESH | 211008 | L1 | Rejected-Finance Being 3rd lowest bidder | |
| 3 | L2₹15.7 L−₹61,654 (3.79%)Rejected-Finance 53 13 A OUTER CIRCULAR ROAD KILPAUK GARDEN COLONY CHENNAI 600 010 | CHENNAI | CHENNAI | TAMIL NADU | 600010 | L2 | Rejected-Finance Being 2nd lowest bidder |
| Sl No | Description | Qty | Unit | M/s.Sai Agency L2 | Vijay Builders L3 | SHRI BALAJI CONSTRUCTIONS L1 |
|---|---|---|---|---|---|---|
| 1.00 | M&L for preparing existing black top surfaces of road by brushing with wire brush for removing caked mud etc, sweeping with gunny bags to remove all loose dirt etc. and applying evenly a tack coat with bitumen primer of paving bitumen of grade VG-10 at the rate of 5 kg per 10 sqm by using bitumen pressure spraying machine complete all as specified and as directed | 200 | X Sqm | 225 ₹45,000 | 225 ₹45,000 | 200 ₹40,000 Lowest |
| 2.00 | M&L for Bituminous premixed semi dense asphaltic concrete (SDAC) ,40 mm consolidated thickness with 5.5 % binder content (by using paving bitumen of grade VG-30 ) in weight of total mix 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 | 201 | X Sqm | 3,500 ₹7,03,500 Lowest | 3,699 ₹7,43,499 | 3,660 ₹7,35,660 |
| 2.01Note : (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 lectronic 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 before incorporation. (f) Cost of mix design, testing charges, materials as required 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 admissible on this account. (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 | ||||||
| 3.00 | M&L for applying evenly a prime coat with bitumen primer of paving bitumen of grade VG-10 at the rate of 10 kg per 10 sqm over WBM / bituminous surface by using bitumen pressure spraying machine complete all as specified and as directed | 6 | X Sqm | 275 ₹1,650 | 549 ₹3,294 | 200 ₹1,200 Lowest |
| 4.00 | 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 of required size , watering and well ramming (including supply of road metal) etc.complete all as specified and as directed | 1 | X Sqm | 3,500 ₹3,500 | 1,899 ₹1,899 Lowest | 3,230 ₹3,230 |
| 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 (paving bitumen of grade VG-30 ) by weight of total mix ,obtained from computrised hot mix plant , spread, rolled and compacted to required camber and gradient by 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 | 4 | Cum | 8,000 ₹32,000 | 8,199 ₹32,796 | 6,895 ₹27,580 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 mix design, testing charges, materials as required 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 admissible 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 50/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 bituminous surfaces of road and applying 2.5 mm thick road marking (Retro reflective) paint as in centre lines, stop lines, dashes, arrows etc. and the like not exceeding 10cm wide on roads , pavements surfaces with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per Manufacturers instruction complete all as specified and directed. | 1,100 | Rm | 44 ₹48,400 Lowest | 90 ₹99,000 | 80 ₹88,000 |
| 7.00 | S&F in repairs yellow and black plastic speed bump of size 500x380x50 mm of 40 ton load capacity made of ABS plate material, highly reflective reflector mould in PMMA, material welded with ABS plate through ultrasonic welding process with end cap including epoxy for fixing speed bumps on roads at different locations and places with necessary bolts / nuts etc.fixed all as per Manufacturer’s instructions and as directed by Engineer-in-Charge. Make : Dark Eye , GREENS / GREENLITE or equivalent of make as approved by CWE. | 24 | Rm | 3,005 ₹72,120 | 1,899 ₹45,576 Lowest | 2,175 ₹52,200 |
| 8.00 | S&F in repairs convex mirror made up of PC materials having clear and definite mirror image, 130 degree of viewing angle of size 800mm dia, mounted on MS pipe 50 mm dia, 1.5 m long duly powder coated including embedding the pipe in PCC 1:3:6 type C1 using 20mm graded stone aggregate of size 150mm x150mm x300mm with necessary earth work excavation etc complete all as specified and directedd
Make :- 3M/Darkeye or other equivalent approved by CWE | 5 | Each | 9,000 ₹45,000 | 8,199 ₹40,995 | 6,466 ₹32,330 Lowest |
Tender Value
₹20 L
EMD Value
₹10,000
Closing Date
12 Dec 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-02
REPAIRS TO ROAD AND OTHER CONNECTED MISCELLANEOUS WORKS UNDER GE CHENNAI
2025_MES_741026_1
88498/E8
Open Tender
Civil Works - Others
Item Rate
120 days
GE Chennai
As per Tender Documents
8 documents required · 8 mandatory
₹500
Yes
GE Chennai
₹10,000
20 Feb 2026
21 Nov 2025
15 Dec 2025
21 Nov 2025
12 Dec 2025
5 Dec 2025
M&L for preparing existing black top surfaces of road by brushing with wire brush for removing caked mud etc, sweeping with gunny bags to remove all loose dirt etc. and applying evenly a tack coat with bitumen primer of paving bitumen of grade VG-10 at the rate of 5 kg per 10 sqm by using bitumen pressure spraying machine complete all as specified and as directed
M&L for Bituminous premixed semi dense asphaltic concrete (SDAC) ,40 mm consolidated thickness with 5.5 % binder content (by using paving bitumen of grade VG-30 ) in weight of total mix 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
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 lectronic 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 before incorporation. (f) Cost of mix design, testing charges, materials as required 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 admissible on this account. (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
Note : (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 mix design, testing charges, materials as required 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 admissible 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 50/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 preparing bituminous surfaces of road and applying 2.5 mm thick road marking (Retro reflective) paint as in centre lines, stop lines, dashes, arrows etc. and the like not exceeding 10cm wide on roads , pavements surfaces with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per Manufacturers instruction complete all as specified and directed.
S&F in repairs 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 , fixed with and including MS Stud of suitable size all as per Manufacturers instructions and as directed. Make : Dark Eye , GREENS / GREENLITE or equivalent of makes as approved by CWE.
Demolition of cement concrete of any description and in any position not otherwise specifically provided for (unreinforced) including removing the debries to out side the Defence land complete all as specified and directed.
M&L for 100mm thick plain cement concrete 1:5:10 type E2 using 40mm graded stone aggregate as in sub base to flooring complete all as specified and as directed.
M&L for stone dust filling under floor and cushioning to interlocking tile including watering and consolidation complete all as specified and directed .Note:Thickness shall be measured after punning.
M&L for machine pressed precast concrete interlocking paver blocks with grey cement and no pigments of approved design,shape,pattern and size confirming to IS 15658-2006 of 60 mm thickness, M-50 Grade as in paving / foot path / hard standing etc ,made by table vibratory method using PU mould through vibrartory compaction by using plate vibrator , filling the joints with sand and cutting of paver blocks as required size and pattern, finishing and sweeping extra sand including with watering and consolidation complete all as specified and as directed.
M&L for plain cement concrete 1:2:4 Type B0 using 12.5 mm graded stone aggregate as in coping,bands,plinth courses, kneelers, apex stones, bed plates, kerbs, water troughs,edging to paver block etc and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed by Engineer-in-Charge.
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