Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC | ₹1.5 Cr Quoted ₹1.6 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.7 CrRejected-AOC | ₹1.7 Cr | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SRI BALAJII CONSTRUCTIONS L2 | M CHANDRAN L1 |
|---|---|---|---|---|---|
| 1.01 | Preparing the Existing surface to laying the road to Proper Gradient and remove the loosesoilwithout damage the Water Supply andother Pipe lines. TheRate inclusiveof all charges such as Earth work and remove the same away from the site etc, complete as per standard specifications. | 813 | M3 | 105.5 ₹85,771.50 | 97.1 ₹78,942.30 |
| 2.01 | Dismantling of Existing Plain Cement Concreate | 144.5 | M3 | 554.6 ₹80,139.70 | 510.2 ₹73,723.90 |
| 3.01 | Providing and laying, spreading and compacting 0.396m3 of 45-22.40mm & 0.528m3 of 22.40-2.36mm & 0.396m3 of 2.36mm and below metal graded stone aggregate to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in subbase/basecourse on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications. | 958 | M3 | 3,017.9 ₹28.9 L | 2,776.4 ₹26.6 L |
| 4.01 | Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 502 of MORTH Rev V Specifications | 8,130 | M2 | 99.7 ₹8.1 L | 91.7 ₹7.5 L |
| 5.01 | Providing and laying tack coat of 2.5 kgs/10 sqm over the Prime surface treated with binder using 2.5 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev V Specifications | 8,130 | M2 | 22.5 ₹1.8 L | 20.7 ₹1.7 L |
| 6.01 | Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min. required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20- 30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 | 407 | M3 | 12,411.9 ₹50.5 L | 11,418.5 ₹46.5 L |
| 7.01 | Providing and laying Bituminous Concrete to 30mm/40mm thick using 0.13 cum of 19.00 - 9.50mm, 0.17cum of 9.50 -2.36mm and 0.26cum of 2.36 and below with 50.30kgs of VG30 / VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5. | 244 | M3 | 13,054 ₹31.9 L | 12,009.2 ₹29.3 L |
| 8.01 | Supplying and laying Rubberised interlocking Paver block M40 grade 80mm thick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with stone dust cushion below the uniform shapef approved non skitting surface in the to pand the rate including levelling the base preparation of pavers as sub base, stone dust cushion 150mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers, sweeping tranporting loading unloading of laying paver block as per standard specification., | 1,445 | M2 | 1,337.3 ₹19.3 L | 1,230.3 ₹17.8 L |
| 9.01 | Supply of FRC Manhole 600 mm size dia cover with frame including cost of conveyance loading fixing the same etc complete | 20 | No | 3,080.8 ₹61,616 | 2,834.2 ₹56,684 |
| 10.01 | Raising the existing circular man hole in heavy type including the removing the existing the man hole cover with frame and dismanting the existing the coment concrete wall and tar road surface around the manholes using 1:2:4 20mm jelly for raising the existing the manhole wall and using CC 1:2:4 with 20mm chips for finishing the top surface of manhole etc., complete. | 25 | No | 5,846.8 ₹1.5 L | 5,378.8 ₹1.3 L |
Tender Value
₹1.5 Cr
EMD Value
₹1.5 L
Closing Date
23 Jan 2026, 3:00 pmClosed
The Commissioner Madurai Corporation
Aringar Anna Maligai,Thallakulam, Madurai.
Relaying of B.T Surface Namachivam Nagar Main end and Cross Street(115070R5703),Santhiya main and Cross Street(115070R08017),Mani Kothanar
2026_MAWS_642714_1
E1/000361/TURIP/Pack-45/25-26
Open Tender
Civil Works
Madurai
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹1.5 L
Aringar Anna Maligai
13 Feb 2026
13 Jan 2026
23 Jan 2026
13 Jan 2026
23 Jan 2026
13 Jan 2026
14 Jan 2026
Preparing the Existing surface to laying the road to Proper Gradient and remove the loosesoilwithout damage the Water Supply andother Pipe lines. TheRate inclusiveof all charges such as Earth work and remove the same away from the site etc, complete as per standard specifications.
Dismantling of Existing Plain Cement Concreate
Providing and laying, spreading and compacting 0.396m3 of 45-22.40mm & 0.528m3 of 22.40-2.36mm & 0.396m3 of 2.36mm and below metal graded stone aggregate to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in subbase/basecourse on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.
Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 502 of MORTH Rev V Specifications
Providing and laying tack coat of 2.5 kgs/10 sqm over the Prime surface treated with binder using 2.5 kgs of bituminous Emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev V Specifications
Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min. required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20- 30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5
Providing and laying Bituminous Concrete to 30mm/40mm thick using 0.13 cum of 19.00 - 9.50mm, 0.17cum of 9.50 -2.36mm and 0.26cum of 2.36 and below with 50.30kgs of VG30 / VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m paver finisher, Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5.
Supplying and laying Rubberised interlocking Paver block M40 grade 80mm thick high strength type conforming IS 15658-2006 of rubberized interlocking paver lock in size of minimum compressive strength of 40N/mm2 in uniform shape of approved make to be laid in flurring bone pattern with stone dust cushion below the uniform shapef approved non skitting surface in the to pand the rate including levelling the base preparation of pavers as sub base, stone dust cushion 150mm thick laying out of pavement cut the pieces to fix the edge vibring the pavers, sweeping tranporting loading unloading of laying paver block as per standard specification.,
Supply of FRC Manhole 600 mm size dia cover with frame including cost of conveyance loading fixing the same etc complete
Raising the existing circular man hole in heavy type including the removing the existing the man hole cover with frame and dismanting the existing the coment concrete wall and tar road surface around the manholes using 1:2:4 20mm jelly for raising the existing the manhole wall and using CC 1:2:4 with 20mm chips for finishing the top surface of manhole etc., complete.
Sub Total
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.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
Tendernotice_1.pdf
PDF • 0.16 MB
45.pdf
Tender Documents • 0.83 MB
BOQ_770015.xls
BOQ • 0.28 MB
Download all tender documents and submit your bid