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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAdmitted-Finance | ₹2.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.1 Cr+₹25.6 L (8.98%)Admitted-Finance TS NO 1396 NORTH MAIN STREET PUDUKOTTAI 622 001 | PUDUKOTTAI | PUDUKOTTAI | TAMIL NADU | 622001 | ₹3.1 Cr+₹25.6 L (8.98%) | L2 | Admitted-Finance |
| 3 | L3₹3.2 Cr+₹31.7 L (11.1%)Admitted-Finance | ₹3.2 Cr+₹31.7 L (11.1%) | L3 | Admitted-Finance |
| 4 | L4₹3.2 Cr+₹39.5 L (13.8%)Admitted-Finance | ₹3.2 Cr+₹39.5 L (13.8%) | L4 | Admitted-Finance |
| 5 | L5₹3.7 Cr+₹80.0 L (28.0%)Admitted-Finance 110 A SILVER ESTATE COLONY RUNKATA SIKANDRA AGRA AGRA UTTAR PRADESH 282007 | AGRA | UTTAR PRADESH | 282007 | ₹3.7 Cr+₹80.0 L (28.0%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SARAVANAA PROJECTS AND CO L4 | VIADUCT INFRASTRUCTURE L1 | SPL INFRASTRUCTURE PRIVATE LIMITED L3 | RKANDSONS L5 | SUN CONSTRUCTIONS L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Milling the bituminous pavement surface up to a depth of 25 mm to 50mm using a milling machine, to make a uniform surface without disturbing the base/binder course to the desired camber and profile, cleaning the milled surface, including cost of all labour charges and hire charges of machineries etc. complete.
(Disposal of milled material will be paid separately) | 10,000 | Sqm | 150 ₹15,00,000 | 90 ₹9,00,000 | 60 ₹6,00,000 Lowest | 75 ₹7,50,000 | 100 ₹10,00,000 |
| 2.00 | Providing and laying Dense Graded Bituminous Macadam Grade II using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 4.5% (percentage by weight of total mix) and lime/ cement filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity | 420 | Cum | 10,378 ₹43,58,760 | 9,000 ₹37,80,000 | 10,300 ₹43,26,000 | 11,513 ₹48,35,460 | 8,500 ₹35,70,000 Lowest |
| 3.00 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 104 | Cum | 500 ₹52,000 | 550 ₹57,200 | 385 ₹40,040 Lowest | 1,107 ₹1,15,128 | 1,200 ₹1,24,800 |
| 4.00 | Providing and applying tack coat using bitumen emulsion RS conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.On bituminous surface @ 0.25kg/Sqm. As per MORTH specification No.503 | 10,000 | Sqm | 25 ₹2,50,000 | 20 ₹2,00,000 | 15 ₹1,50,000 Lowest | 25 ₹2,50,000 | 20 ₹2,00,000 |
| 5.00 | Providing and laying bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per directions of Engineer-in-Charge. 40/50mm compacted thickness with bitumen of grade [email protected]% (percentage by weight of total mix) and lime / cement filler @3%(percentage by weight of aggregate) prepared in Batch Type Hot Mix Plant of 100-200 TPH capacity. Rate including laying tack coat vide clause 503 of MORTH specifications (Table 500-5) for road and Bridge Works, Fifth Revision, 2013. including cost of all material, labour and HOM of machineries etc. complete as per specifications. | 2,000 | Cum | 11,197 ₹2,23,94,000 | 9,700 ₹1,94,00,000 Lowest | 12,200 ₹2,44,00,000 | 13,966 ₹2,79,32,000 | 11,000 ₹2,20,00,000 |
| 6.00 | Providing and laying of hot applied Thermoplastic compound 2.5mm thick including reflectorizing glass beads @ 250 gms per Sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes etc. complete as per MoRT&H specification No.803 | 2,200 | Sqm | 925 ₹20,35,000 | 800 ₹17,60,000 | 475 ₹10,45,000 Lowest | 527 ₹11,59,400 | 850 ₹18,70,000 |
| 7.00 | Providing and fixing of reflective road studs ‘Category A’ Raised Pavement Markers made out of polycarbonate / methyl methacrylate/ 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 MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 97. The height, width and length shall not exceed 50 mm, 100 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 the Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm 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. | 2,000 | Each | 455 ₹9,10,000 | 600 ₹12,00,000 | 250 ₹5,00,000 Lowest | 264 ₹5,28,000 | 525 ₹10,50,000 |
| 8.00 | Disposing the construction debris including waste generated by milling, dismantling the concrete and other debris etc., out side the campus. For measuring the quantity of debris, actual measurement of truck will be taken and 20% volume will be deducted towards voids. | 300 | Cum | 150 ₹45,000 Lowest | 200 ₹60,000 | 150 ₹45,000 Lowest | 212 ₹63,600 | 340 ₹1,02,000 |
| 9.00 | Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen
primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufactured of density at 25°C, 0.87 - 0.89 kg/litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : 3mm thick | 1,288 | Sqm | 715 ₹9,20,920 | 900 ₹11,59,200 | 450 ₹5,79,600 Lowest | 684 ₹8,80,992 | 900 ₹11,59,200 |
Tender Value
₹3.0 Cr
Closing Date
14 Jun 2021, 3:00 pmClosed
Executive Engineer (Civil)
Office of the Executive Engineer (Civil), Engineering unit, Admin. Building, 3rd Floor, IIT Madras, Chennai-600036.
Re-carpeting of major roads in IIT Madras
2021_IITM_78417_1
05R/ 2021- 22 / Civil
Open Tender
Civil Works
Item Rate
45 days
IIT MADRAS
As mentioned in the tender documents
2 documents required · 2 mandatory
₹0
Exempted
Through Google meet
17 Jun 2021
31 May 2021
15 Jun 2021
31 May 2021
14 Jun 2021
5 Jun 2021
31 May 2021 - 3 Jun 2021
3 Jun 2021
Amount
Milling the bituminous pavement surface up to a depth of 25 mm to 50mm using a milling machine, to make a uniform surface without disturbing the base/binder course to the desired camber and profile, cleaning the milled surface, including cost of all labour charges and hire charges of machineries etc. complete. (Disposal of milled material will be paid separately)
Providing and laying Dense Graded Bituminous Macadam Grade II using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 4.5% (percentage by weight of total mix) and lime/ cement filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Providing and applying tack coat using bitumen emulsion RS conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.On bituminous surface @ 0.25kg/Sqm. As per MORTH specification No.503
Providing and laying bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per directions of Engineer-in-Charge. 40/50mm compacted thickness with bitumen of grade [email protected]% (percentage by weight of total mix) and lime / cement filler @3%(percentage by weight of aggregate) prepared in Batch Type Hot Mix Plant of 100-200 TPH capacity. Rate including laying tack coat vide clause 503 of MORTH specifications (Table 500-5) for road and Bridge Works, Fifth Revision, 2013. including cost of all material, labour and HOM of machineries etc. complete as per specifications.
Providing and laying of hot applied Thermoplastic compound 2.5mm thick including reflectorizing glass beads @ 250 gms per Sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. 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 of reflective road studs ‘Category A’ Raised Pavement Markers made out of polycarbonate / methyl methacrylate/ 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 MORTH Circular No RW/NH/33023/10-97 – DO III Dt 11.06. 97. The height, width and length shall not exceed 50 mm, 100 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 the Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm 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.
Disposing the construction debris including waste generated by milling, dismantling the concrete and other debris etc., out side the campus. For measuring the quantity of debris, actual measurement of truck will be taken and 20% volume will be deducted towards voids.
Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufactured of density at 25°C, 0.87 - 0.89 kg/litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : 3mm thick
SUN CONSTRUCTIONS
SPL INFRASTRUCTURE PRIVATE LIMITED
SARAVANAA PROJECTS AND CO
RKANDSONS
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