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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.6 Cr+₹2.1 L (1.35%)Admitted-Finance MADURAI | ₹1.6 Cr+₹2.1 L (1.35%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Sri Balaji Builders L2 | THIRUMALAYANCONSTRUCTION PRIVATE LTD L1 |
|---|---|---|---|---|---|
| 1.00 | Charges for cutting the B.T surface to 5 to 7 cm depth using milling machine, conveying the milled waste materials to at least for 20 km distance including and running charges for the machine, conveyance charges, unloading at unobjectionable place, cleaning the milled surface as to avoid slippery including all other incidental and unforseen item etc. complete as per the direction of departmental officer etc., complete. | 17,021 | M2 | 90 ₹15,31,890 | 84 ₹14,29,764 Lowest |
| 2.00 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum | 463 | M3 | 85 ₹39,355 | 82 ₹37,966 Lowest |
| 3.00 | Providing and laying, sperding and compacting graded stone aggregates to Wet Mix Macadam 150mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed materials by tipper to site laying in uniform layers with pavers in sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 | 538 | M3 | 3,400 ₹18,29,200 | 3,352.79 ₹18,03,801.02 Lowest |
| 4.00 | Providing and laying Prime coat over WBM / WMM surface using 7kg of Emulsion Bitumen per 10 m2 for preperatory to another Bituminous construction over it, including cost of material , labour charges, rental for machinery , fuel and all other incidental charges etc., complete as per clause 502 of MORTH Rev-5 | 5,314 | M3 | 85 ₹4,51,690 | 78.9 ₹4,19,274.6 Lowest |
| 5.00 | Providing and laying Tack coat over WMM/WBM surface using 2.5 kg of Emulsion Bitumen per 10 m2 for preperatory to another Bituminous construction over it, including cost of material , labour charges, rental for machinery , fuel and all other incidental charges etc., complete as per clause 503 of MORTH Rev-5 | 5,314 | M2 | 20 ₹1,06,280 | 17.85 ₹94,854.9 Lowest |
| 6.00 | Providing and laying tack coat of 2kgs/10 sqm over the BT surface treated with binder using 2 kgs of bituminous Emulsion (RS) for 10square 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 Specifications | 17,021 | M2 | 28 ₹4,76,588 | 25.74 ₹4,38,120.54 Lowest |
| 7.00 | Providing and laying 50mm consolidated thick dense bituminous macdam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23cum of 2.36mm& below and with 53.20kgs of vg30bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and agregates to the required temparature and mixing them in required temparature in central hot mix plant 20-30ton capacity,conveying the mix by tipper trucks to work site,spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted ty vibratory/pneumatic roller to the required densityetc, including fuel and all other tools and plant required including fuel and other incidental charges etc,complete as per specification using CMP. | 266 | M3 | 11,922 ₹31,71,252 Lowest | 11,922 ₹31,71,252 Lowest |
| 8.00 | Providing and laying Bituminous Concrete to 30/40 mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 45.27 kgs of VG30 bitumen and 5.03kg of plastic waste for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix ty tipper trucks to paver site , spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne vibratory / Pneumatic roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 CMP with bitumen boiler, tipper trucks , Pavar 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 | 671 | M3 | 11,975 ₹80,35,225 Lowest | 11,975 ₹80,35,225 Lowest |
| 9.00 | Removal of Raising and refixing og ugss existing manhole covers to a height of 15 to 30 cm by using plain cement concrete 1 :1 .5:3 wityh necessary centrised structiing struing and the top level should be maintain with road surface level with necessary concrete the cost shall include removal refixing of machaine hole covers concrete charges curing etc complete | 111 | No | 1,931 ₹2,14,341 Lowest | 1,931 ₹2,14,341 Lowest |
Tender Value
₹1.9 Cr
EMD Value
₹1.9 L
Closing Date
28 Apr 2025, 3:00 pmClosed
The Commissioner, Nagapattinam Municipality
The Commissioner, Nagapattinam Municipality
PKG - 2 (BT ROADS)
2025_MAWS_548558_2
9730/2025/SS1
Open Tender
Civil Works - Roads
Item Rate
180 days
Nagapattinam Municipality
Qualification
3 documents required · 3 mandatory
₹0
₹1.9 L
2 May 2025
19 Apr 2025
28 Apr 2025
19 Apr 2025
28 Apr 2025
19 Apr 2025
Amount
Charges for cutting the B.T surface to 5 to 7 cm depth using milling machine, conveying the milled waste materials to at least for 20 km distance including and running charges for the machine, conveyance charges, unloading at unobjectionable place, cleaning the milled surface as to avoid slippery including all other incidental and unforseen item etc. complete as per the direction of departmental officer etc., complete.
Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum
Providing and laying, sperding and compacting graded stone aggregates to Wet Mix Macadam 150mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed materials by tipper to site laying in uniform layers with pavers in sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5
Providing and laying Prime coat over WBM / WMM surface using 7kg of Emulsion Bitumen per 10 m2 for preperatory to another Bituminous construction over it, including cost of material , labour charges, rental for machinery , fuel and all other incidental charges etc., complete as per clause 502 of MORTH Rev-5
Providing and laying Tack coat over WMM/WBM surface using 2.5 kg of Emulsion Bitumen per 10 m2 for preperatory to another Bituminous construction over it, including cost of material , labour charges, rental for machinery , fuel and all other incidental charges etc., complete as per clause 503 of MORTH Rev-5
Providing and laying tack coat of 2kgs/10 sqm over the BT surface treated with binder using 2 kgs of bituminous Emulsion (RS) for 10square 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 Specifications
Providing and laying 50mm consolidated thick dense bituminous macdam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23cum of 2.36mm& below and with 53.20kgs of vg30bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and agregates to the required temparature and mixing them in required temparature in central hot mix plant 20-30ton capacity,conveying the mix by tipper trucks to work site,spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted ty vibratory/pneumatic roller to the required densityetc, including fuel and all other tools and plant required including fuel and other incidental charges etc,complete as per specification using CMP.
Providing and laying Bituminous Concrete to 30/40 mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 45.27 kgs of VG30 bitumen and 5.03kg of plastic waste for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix ty tipper trucks to paver site , spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne vibratory / Pneumatic roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 CMP with bitumen boiler, tipper trucks , Pavar 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
Removal of Raising and refixing og ugss existing manhole covers to a height of 15 to 30 cm by using plain cement concrete 1 :1 .5:3 wityh necessary centrised structiing struing and the top level should be maintain with road surface level with necessary concrete the cost shall include removal refixing of machaine hole covers concrete charges curing etc complete
Sri Balaji Builders (BID ID -1323594)
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