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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAdmitted-Finance | ₹2.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.7 Cr+₹19.4 L (7.64%)Admitted-Finance | ₹2.7 Cr+₹19.4 L (7.64%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | V H KHATRI L2 | Ms. Deokar Earthmovers L1 |
|---|---|---|---|---|---|
| 1.00 | Providing 50 mm thick Full grout bituminous treatment including supplying all materials , prepairing the exisisting road surface,applying tack coat @ 0.735 kg / sqm and laying the required thickness of metal layer, heating and spraying bitumen of specified Grade at the rate of 5.00 kg / sqm , spreading chips and laying seal coat of specified Grade of bitumen of 1.70 Kg/sqm and compacting , making the surface good etc. complete ( For only Patch Repair works / For Road work ) (VG-30 bulk bitumen rates are considered to arrive at rates) | 7,597.7 | one square meter | 275 ₹20,89,367.5 | 180 ₹13,67,586 Lowest |
| 1.01 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm. VG-10 bulk bitumen. FOR BM | 4,045 | one square meter | 15 ₹60,675 | 13 ₹52,585 Lowest |
| 1.02 | BITUMINOUS MACADAM: Proving and laying bituminous macadam using crushed aggregates of Grading 2, premixed with bituminous binder, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50 - 75 mm compacted thickness with 3.4 % using VG-40 Bitumen. USING 80 TPH Batch mix type hot mix plant without SCADA, Sensor Paver, vibratory roller. | 202.25 | one cubic meter | 5,000 ₹10,11,250 Lowest | 6,000 ₹12,13,500 |
| 1.03 | Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm. VG-10 bulk bitumen. FOR BC | 53,911.7 | one square meter | 15 ₹8,08,675.5 | 13 ₹7,00,852.1 Lowest |
| 1.04 | BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 2, premixed with bituminous binder @ 5.40 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 40 mm compacted thickness with VG-40 Bulk Bitumen --- USING 80 TPH Batch mix type hot mix plant without SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. | 1,617.35 | one cubic meter | 9,187 ₹1,48,58,594.45 | 8,000 ₹1,29,38,800 Lowest |
| 1.05 | Supplying hard murum/ kankar at the road site, including conveying
and stacking complete and Spreading hard murum/ soft murrum/ gravel or kankar for side width complete | 3,102 | one cubic meter | 250 ₹7,75,500 Lowest | 250 ₹7,75,500 Lowest |
| 2.00 | Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete. | 31,020 | one square meter | 5 ₹1,55,100 Lowest | 10 ₹3,10,200 |
| 3.00 | Providing the Royalty charges of
= Rs. 400/- Per Brass (i.e. Rs.141.34/cum.) +Surcharge (2%) as per Government of Maharashtra, circular corrigendum to SSR
Dt. 01 September 2019 | 3,102 | one cubic meter | 1.41 ₹4,373.82 Lowest | 141.35 ₹4,38,467.7 |
| 4.00 | Dressing of side shoulder / Scrapping the road side shoulder by Mechanical means ( By JCB /DOUZER) including excavation of raised side shoulders upto 15cm depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by Engineer In Charge. | 20,632 | one square meter | 7 ₹1,44,424 Lowest | 12 ₹2,47,584 |
| 5.00 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. | 7,689.01 | one square meter | 375 ₹28,83,378.75 Lowest | 410 ₹31,52,494.1 |
Tender Value
Refer Docs
EMD Value
₹7.3 L
Closing Date
21 Aug 2020, 5:30 pmClosed
Executive Engineer, NH, Pune
Executive Engineer, NH, Pune
Maintenance, repairs and safety measures in km 168/800 to 237/800 on NH 965 starting from its junction with NH 65 near Mohol Pandharpur Malshirus Phaltan Saswad Pune to junction with NH 60 near Alandi Dist - Pune in the state of Maharashtra.
2020_MoRTH_573920_1
NIT No. 01 /EENH/PUNE/2020-21
Open Tender
Civil Works - Others
Item Rate
180 days
Pune
Tender fee Rs. 10,000 to be submitted through
the portal bharatkosh.gov.in (receipt / document to be submitted online payment to be
submitted online on eprocure.gov.in
6 documents required · 6 mandatory
₹1,800
Executive Engineer
₹7.3 L
In the office of Chief Engineer, NH
4 Sept 2020
28 Jul 2020
25 Aug 2020
28 Jul 2020
21 Aug 2020
28 Jul 2020
5 Aug 2020
Amount
Providing 50 mm thick Full grout bituminous treatment including supplying all materials , prepairing the exisisting road surface,applying tack coat @ 0.735 kg / sqm and laying the required thickness of metal layer, heating and spraying bitumen of specified Grade at the rate of 5.00 kg / sqm , spreading chips and laying seal coat of specified Grade of bitumen of 1.70 Kg/sqm and compacting , making the surface good etc. complete ( For only Patch Repair works / For Road work ) (VG-30 bulk bitumen rates are considered to arrive at rates)
Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm. VG-10 bulk bitumen. FOR BM
BITUMINOUS MACADAM: Proving and laying bituminous macadam using crushed aggregates of Grading 2, premixed with bituminous binder, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 50 - 75 mm compacted thickness with 3.4 % using VG-40 Bitumen. USING 80 TPH Batch mix type hot mix plant without SCADA, Sensor Paver, vibratory roller.
Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm. VG-10 bulk bitumen. FOR BC
BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushed aggregates of grading 2, premixed with bituminous binder @ 5.40 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction for 40 mm compacted thickness with VG-40 Bulk Bitumen --- USING 80 TPH Batch mix type hot mix plant without SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.
Supplying hard murum/ kankar at the road site, including conveying and stacking complete and Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering etc. complete.
Providing the Royalty charges of = Rs. 400/- Per Brass (i.e. Rs.141.34/cum.) +Surcharge (2%) as per Government of Maharashtra, circular corrigendum to SSR Dt. 01 September 2019
Dressing of side shoulder / Scrapping the road side shoulder by Mechanical means ( By JCB /DOUZER) including excavation of raised side shoulders upto 15cm depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by Engineer In Charge.
Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete.
Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)
Employing Excavator (JCB) with tipper to make cuts at existing retaining wall panels (valley side), road side shoulder so as to allow the flow of water safely and avoid scouring of side shoulders and avoid overtopping of carriageway, removing debries , material from land slide and cleaning existing road side gutter.
Employing Hydraulic Excavator (Poclain) to remove boulders from land slide in ghat portion
Clearing grass and removal of rubbish upto a distance of 50 metres outside the periphery of the area.
Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings
Providing and Fixing of Median Marker that are made of tough, high impact resistant, injection-molded, thermoplastic body with an isosceles trapezoidal structure of length, width and height not less than 15cm, 10cm and 10cm respectively and thickness not less than 1.8mm, the body structure shall be rounded at its acute angle, all the corners and edges. The plastic used for molding the Median Marker shall have a minimum Notched Izod Impact strength value of 600 J/m at room temperature, when tested in accordance with ASTM D256 and shall retain at least 70% of this value when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL746C. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have rectangular-shaped, fluorescent yellow color retro-reflective sheeting of size not less than 8.5cm*8.5cm and with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC 67 2010 and ASTM D4956 type XI specifications reflectivity values. The retro-reflective sheeting shall be one or both sides of the Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The Median Marker shall be fixed by a combination of epoxy adhesive and grouting.
Providing and applying two coats of flat oil paint of approved colour and shade to internal / external plastered surfaces including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete.
V H KHATRI
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