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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹19.6 LAccepted-AOC VILLAGE PO BASSA WAXIRAN TEHSIL NURPUR DISTT KANGRA HP | MANDI | HIMACHAL PRADESH | 175013 | l1 | Accepted-AOC l1 | |
| 2 | l2₹20.8 L+₹1.2 L (6.26%)Accepted-AOC | l2 | Accepted-AOC l2 | |
| 3 | Rejected-Technical | - | Rejected-Technical Rejected |
Tender Value
₹19.4 L
EMD Value
₹36,700
Closing Date
20 Jun 2022, 10:30 amClosed
EE Hamirpur
Executive Engineer HPPWD Hamirpur
SH Providing and laying GSB WMM in km 1/275 to 1/380 and BC in km 1/045 to 2/030
2022_PWD_61685_1
Link road Sastar Balhi to Ghanotla
Open Tender
Civil Works - Roads
Item Rate
30 days
Hamirpur
Please refer Tender documents.
11 documents required · 11 mandatory
₹500
₹36,700
5 Apr 2023
13 Jun 2022
20 Jun 2022
13 Jun 2022
20 Jun 2022
13 Jun 2022
Amount
Construction of granular sub-base by providing close graded Material conforming to secifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads and lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, With material conforming to Grade-I size range 75 mm to 0.075 mm (Seventy five to zero point zero seven five millimetre) having CBR Value-30 complete including entire carriage of materials within all leads and lifts and as per drawings and technical specifications as per the direction of Engineer-in-Charge including all incidentals.The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) ( fifty three millimetre to zero point zero seven five millimetre ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads and lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne ( eight to ten tonne) capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge including entire carriage of materials within all leads and lifts and other incidentals. The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.
Providing and applying priming coat with bitumen Emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.70 to 1.00kg/sqm (Zero point seven zero to one kilogram per square metre) using mechanical means as per Technical Specification and as per direction of Engineer-in-Charge including entire carriage of materials within all leads and lifts and other incidentals. The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.
Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. With rapid setting bitumen emulsion -On WBM/WMM @ 0.25kg/sqm (Zero point two five kilogramme per square metre) including entire carriage of materials within all leads and lifts and as per drawings and technical specifications as per the direction of Engineer-in-Charge including all incidentals.The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.
Providing and laying Bituminous concrete 30mm (Thirty millimetre) compacted thickness with bitumen of grade VG-30 (VISCOSITY GRADE-THIRTY) @ 5.5% (Five point five percent) (percentage by weight of total mix) and lime filler @ 3% (Three percent) (percentage by weight of Aggregate) using crushed stone aggregate of specified grading, premixed with bituminous binder and filler prepared in batch Type Hot Mix Plant of 100-120 (Hundred two One hundred twenty) TPH capacity, transporting the hot mix to work site by tippers, laying with paver finisher equiped 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 specification complete and as per directions of Engineer-in-Charge including entire carriage of materials within all leads and lifts and as per drawings and technical specifications as per the direction of Engineer-in-Charge including all incidentals.The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.
Providing and applying 2.5 mm (Two point five millimetre) thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads @ 250gms per sqm (two hundred fifty grams per square metre) area thickness of 2.50mm (two point five zero millimetre) is exclusive of surface applied glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etcetera complete including entire carriage of materials within all leads and lifts and as per drawings and technical specifications as per the direction of Engineer-in-Charge including all incidentals.The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.
Providing and fixing Glow studs dual directional with double shank (3M-Make) of size 100x20 mm (One hundred into twenty millimetre) made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg (Thirteen thousand six hundred thirty five kilogramme) tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm (Twleve centimetre) of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete including entire carriage of materials within all leads and lifts and as per drawings and technical specifications as per the direction of Engineer-in-Charge including all incidentals.The rates are inclusive of octroi, royality, malkana, toll tax, sale tax, GST or other taxes imposed by the Government.
DEEPAK RANA
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