Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAccepted-AOC | ₹2.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.5 CrRejected-Finance 71C5A 10A PARK ROAD KEELARAMANPUTHOOR NAGERCOIL 629004 | KANNIYAKUMARI | TAMIL NADU | 629004 | ₹2.5 Cr | L2 | Rejected-Finance L2 |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-The bidder has not enclosed the Machinery Certificate issued by the City Engineer for ownership and working condition of machinery, as required under Clause 4.1(D)(v) of the tender conditions. Hence, the bid is treated as non-responsive. |
| Sl No | Description | Qty | Unit | S. THIYAGARAJAN L2 | I.Kezhson L1 |
|---|---|---|---|---|---|
| 1.00Providing BT Surface by using CMP | |||||
| 1.01 | Earth cutting and sectioning and levellingincluding initial lead of 10m and initial llift of 2m in sand silt or other loose soil wet sand or silt not under water light black cotton soil sndy loam and ordinary soil including excavated earth etc. complete (TNBP No.20B) | 1,556 | m3 | 89 ₹1.4 L | 88.1 ₹1.4 L |
| 1.02 | Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - Rev V No. 111,112,401,900 | 2,333 | m3 | 1,817 ₹42.4 L | 1,816.2 ₹42.4 L |
| 1.03 | Providing and laying ,spreading and compacting graded stone aggregate to wet mix macadam (WMM ) soecification 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 sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications. | 1,556 | m3 | 2,362 ₹36.8 L | 2,361.42 ₹36.7 L |
| 1.04 | Providing and laying prime coat over WMM surface using 7 Kg of Emulsion Bitumen (SS) per 10sqm for preparatory to another bituminous construction over it, including cost of material, labour charges,rentals for machinery,fuel and all other incidental charges etc. complete as per clause 502 of MORTH | 15,551 | m2 | 88 ₹13.7 L | 87.36 ₹13.6 L |
| 1.05 | Providing and laying tack coat of 2.5 Kgs/10sqm over the prime surface treated with binder using 2.5Kgs of bituminous Emulsion for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of binder as tack coat manually etc. complete as per 503 of MORTH Rev V specifications | 15,551 | m2 | 21 ₹3.3 L | 20.36 ₹3.2 L |
| 1.06 | 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 77.30Kgs 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 20-30 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 | 778 | m3 | 10,450 ₹81.3 L | 10,424 ₹81.1 L |
| 1.07 | Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cu.m of 19.00-9.50mm, 0.17 cu.m of 9.50-2.36mm and 0.26 cu.m of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic 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 by 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 Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory 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 | 467 | m3 | 11,000 ₹51.4 L | 10,900 ₹50.9 L |
| 1.08 | Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35- 2015. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MoRT&H specification No.803 | 735 | m2 | 895 ₹6.6 L | 860 ₹6.3 L |
| 1.09 | Providing and fixing reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate / methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MoRT&H circular No RW / NH. 33023/10/ 97-DO. III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 (+/-) 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MoRT&H circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 (+/-) 2mm and height not less than 30 (+/-) 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MoRT&H specification 804 etc., complete SOR 25-26 HW-W0090 | 1,468 | nos | 485 ₹7.1 L | 480 ₹7.0 L |
Updated dates
Tender Value
Refer Docs
EMD Value
₹3 L
Closing Date
28 Jan 2026, 3:00 pmClosed
Commissioner Nagercoil City Municipal Corporation
City Municipal Corporation Office Nagercoil 629001 Ph.No. 04652230984
Nagercoil Corporation Providing BT Surface by using CMP at Cross land 2nd main Road RL (150003R031), Mela Asaripallam-1-RL(150003R1345), Peruvilai (Channel karai road)-RL(150003R1351), Chettikulam-1-RL (150003R1341), Channelkarai road-RL (15000R1320)
2026_MAWS_642634_1
16135/2025/E3_Pack_IX
Open Tender
Civil Works
90 days
Nagercoil Corporation Providing BT Surface by usin
Registered Contractor
4 documents required · 4 mandatory
₹10,000
₹3 L
City Municipal Corporation Office Nagercoil
11 Feb 2026
12 Jan 2026
28 Jan 2026
12 Jan 2026
28 Jan 2026
14 Jan 2026
14 Jan 2026
Earth cutting and sectioning and levellingincluding initial lead of 10m and initial llift of 2m in sand silt or other loose soil wet sand or silt not under water light black cotton soil sndy loam and ordinary soil including excavated earth etc. complete (TNBP No.20B)
Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - Rev V No. 111,112,401,900
Providing and laying ,spreading and compacting graded stone aggregate to wet mix macadam (WMM ) soecification 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 sub base / base course 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 over WMM surface using 7 Kg of Emulsion Bitumen (SS) per 10sqm for preparatory to another bituminous construction over it, including cost of material, labour charges,rentals for machinery,fuel and all other incidental charges etc. complete as per clause 502 of MORTH
Providing and laying tack coat of 2.5 Kgs/10sqm over the prime surface treated with binder using 2.5Kgs of bituminous Emulsion for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of 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 77.30Kgs 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 20-30 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 30/40mm thick using 0.13 cu.m of 19.00-9.50mm, 0.17 cu.m of 9.50-2.36mm and 0.26 cu.m of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic 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 by 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 Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory 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
Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35- 2015. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MoRT&H specification No.803
Providing and fixing reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate / methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MoRT&H circular No RW / NH. 33023/10/ 97-DO. III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 (+/-) 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MoRT&H circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 (+/-) 2mm and height not less than 30 (+/-) 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the Engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MoRT&H specification 804 etc., complete SOR 25-26 HW-W0090
Manufacturing supply and fixing of Retro-Reflective Road name signboard single Arrow size 1.00x0.50m size made out of wide and cube corner micro prismatic grade sheet confirming to IRC 67:2010 & Type XI standards of ASTM D 4956-09 specification and fixed over 2mm thick Aluminium thick sheet & back support frame of stainless sttel soported by 32NB stainless steel pipe all around and 65NB pipe and 2000mm height blow ground 450mm thick vertical post firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 30CMx30CMx45CM etc. complete. The information message shall be made out of cut out letters in blue colour transparent overally film as per IRC 67-2010 Guidelines, 7years pre qualification warenty to Retro Reflective Sheeting Manufacturer & a certified copy of Three years outdoor exposure report from an independent test lab for the reflective sheeting offered shall be submitted by the contractor complete as per standard specification.
Please Enable Macros to View BoQ information
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.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 • 0.49 MB
BOQ_769924.xls
BOQ • 0.28 MB
bid-doc-IX.pdf
Tender Documents • 0.73 MB
Download all tender documents and submit your bid