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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹19.7 LAccepted-AOC R O VILLAGE PO NARI TEHSIL DISTT UNA HP | L-1 | Accepted-AOC aoc done | |
| 2 | L-2₹19.7 L+₹0.26 (<0.01%)Rejected-Finance NOT AVAILABLE | FARIDABAD | HARYANA | 121004 | L-2 | Rejected-Finance Not L-1 | |
| 3 | L-3₹20.0 L+₹27,160.94 (1.38%)Rejected-Finance VILLAGE PO MALAHAT TEHSIL DISTRICT UNA HP | L-3 | Rejected-Finance Not L-1 | |
| 4 | L-4₹21.5 L+₹1.7 L (8.81%)Rejected-Finance VILL DUMAL P O PANJAHRA TEHSIL NURPUR DISTT KANGRA HP | MANDI | HIMACHAL PRADESH | 175013 | L-4 | Rejected-Finance Not L-1 | |
| 5 | L-5₹22.0 L+₹2.3 L (11.7%)Rejected-Finance KAPILA NIWAS MASIT WALI GALI UNA TEHSIL DISTT UNA H P | L-5 | Rejected-Finance Not L-1 |
Tender Value
₹28.2 L
EMD Value
₹50,000
Closing Date
29 Aug 2022, 9:00 amClosed
Executive Engineer, Una Division, HPPWD, Una
Executive Engineer, Una Division, HPPWD, Una
Job 3 Construction of Link road to Harizan Basti Beetan Tehsil Haroli Distt. Una Sub Head P./L earth filling, GSB, WMM, BC Km. 1-0 to 1-600 and C.O 2 No. Solid Causeway in. RD. 1-100 to 1-122 and 1-400 to 1-422 Under SCCP
2022_PWD_63896_1
Job 3 Construction of Link road to Harizan Basti B
Open Tender
Civil Works - Roads
Item Rate
60 days
Una
Please refer to Bidding Documents
14 documents required · 14 mandatory
₹1,500
₹50,000
22 Jul 2024
23 Aug 2022
29 Aug 2022
23 Aug 2022
29 Aug 2022
23 Aug 2022
Amount
Earth work in excavation for all type of road structure and all type of on classification of soil comprising of ordinary soil, ordinary rock, hard rock chiseling /wedging out rocks ( Where blasting is prohibited) such as retaining walls, breast walls, culverts, drains and parapets etcetera as per drawings and technical specification clause 305.1 and as per direction of the Engineer- In – Charge including carriage of materials within all leads and lifts and other incidential . The rate includes sale tax octori, royality,malkhana ,toll tax,GST,labour cess or other taxes imposed by the Government..
Construction of Granular Sub Base with local material( naturally occuring gravel) by mix in place method spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavator at OMC , and compacting with smooth wheel roller to achieve the desired density complete as per technical specification clause for grading I material including carriage of materials within all leads and lifts and other incidentals The rate includes sale tax octori, royality,malkhana ,toll tax,GST,labour cess or other taxes imposed by the Government..
Providing and laying mechanically mixed and vibrated concrete for plain/ reinforced concrete in open foundation/ for all type structure complete of plain cement concrete grade M-10 (M-Ten) with cement contents not less than 250kg(Two hundred fifty kilogram) per cubic metre in or under water and curing complete including pumping or bailing out water,dewatering removal of slush as required at site which may arise at the time of laying under water complete for all heights/ depths including the cost of form work as per drawings and technical specification Clause 802.803.1202 and 1203 as per the direction of the Engineer-in- charge including carriage of material with in all leads and lifts and other incidentals .The rate includes sale tax octori, royality,malkhana ,toll tax,GST,labour cess or other taxes imposed by the Government..
Providing and laying mechanically mixed and vibrated concrete for plain/ reinforced concrete in open foundation/ for all type structure complete of plain cement concrete nominal mix 1:4:8 ( One cement :four sand:eight graded crushed /broken stone aggregate 20mm (twenty Millimeter) nominal size in or under wateror ground complete including pumping or bailing out water,dewatering removal of slush as required at site which may arise at the time of laying under water complete for all heights/ depths including the cost of form work as per drawings and technical specification Clause 802.803.1202 and 1203 as per the direction of the Engineer-in- charge ,including carriage of material within all leads and lifts and other incidential.
Providing and laying reinforcement cement concrete work of grade M-25(M-twenty five )design mix to obtain the minimum crushing strength of 25 N/mm2 (twenty five Newton per millimeter square ) with minimum cement content of 400 kg (Four hundred kilogramme ) per cubic meter mechanically mixed and vibrated including curing complete excluding cost of form work and reinforced concrete work in suspended floors, roofs, landing and shelves and their supports balconies beams,girders, bressumers and cantilevers upto all height including entire carriage of material within all leads and lifts and other incidentials and as per the direction by the Engineer-in-charge .The rates are inclusive octroi, royality,malkana ,toll tax,GST,labour cess or other taxes imposed by the Government.
Construction of embankment with approved materials obtained from borrow pits and transported to the sirte spreading in layers of suitable thickness and exceeding 200mm( two hundred millimeters) and compacted with 80-100 KN.static/ vibratory road roller to meet the requirements of table 300.1 and 300.2 specifications to lines,grades,level and cross sections as per drawings or directions of the Engineer-in-charge including preparation of foundation for embankment in all kinds and classification of soils including saturated soil and dewatering/ bailing out of water wherever required including handling of materials for construction of embankment within all leads and lifts.The rate shall include carriage of machineries, equipment, tolls and materials and safety measures, payment of all taxes and octori incidentials necessary to complete the work in all respect as per direction of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentials. The rate includes sale tax octori, royality,malkhana ,toll tax,GST,labour cess or other taxes imposed by the Government..
Construction of Granular Sub Base by providing well graded material, spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavator at OMC , and compacting with smooth wheel roller to achieve the desired density complete as per technical specification clause for grading I material including carriage of materials within all leads and lifts and other incidentals The rate includes sale tax octori, royality,malkhana ,toll tax,GST,labour cess or other taxes imposed by the Government..
Providing , laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (pug mill) carriage of mixed material by tipper to site, laying in uniform layers in sub-base/ base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100KN (Eighty to hundred kilo newton) capacity to achieve the desired density including lighting barricading and maintenance of diversion etc. as per tables 400.11 & 400.12 and technical specification clause 406. including carriage of material within all leads and lifts and other incidentials.The rate includes sale tax octori, royality,malkhana ,toll tax,GST,labour cess or other taxes imposed by the Government..
Providing and applying evenly a primer coat with bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg (zero point seventy kilogram to one point zero kilogram) per square metre using mechanical means as per technical specification clause 502 and as per direction of Engineer-in-charge including carriage of materials within all leads and lifts. and other incidentals.The rate including octroi royality,malkana toll taxes,GST, labour cess or taxes imposed by the Government
Providing and applying tack coat with bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.25 to 0.30 kg.per sqm(Zero point twenty five to zero point thirty kilogram)per square metre.on the prepared granular surfaces treated with primer and cleaned with Hydraulic broom as per technical specification .clause 503 including carriage of materials within all leads and lifts and other incidential. The rate includes sale tax octori, royality,malkhana ,toll tax,GST,labour cess or other taxes imposed by the Government..
Providing and laying bituminous concrete 30mm (thirty millimetre) thick with 9.5mm ( nine point five millimetre) nominal minimum aggregate size with 100-120 TPH ( one hundred to one hundred twenty tonne per Hour) (Hot Mix Plant) producing an average output of 75 (seventy five) tonnes per hour premixed with bituminous binder VG-30 @ 5.5% (five point five per cent) minimum agrregate grading as per table 500.15 and Filler @ 2% ( two per cent) of weight of aggregates as per clause No. 509.2.4.2 design mix as per clause 509.4.3.2 transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade,camber, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH -2014 specification clause No. 509 complete in all respects The Hot Mix Plant should be situated with in the distance of 30Km (thirty kilometre) from work site.including carriage of material within all leads and lifts and other incidentials.The rates are inclusive of octroi, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government.
Providing and laying of hot applied thermoplastic compound 2.5 mm (two point five millimetre )thick including reflectorising glass beads @ 250 gms ( at the rate of two hundred fifty gram per square metre )per sqm area, thickness of 2.5 mm(two point five millimetre ) is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.including carriage of materail within all leads and lifts .The rates are inclusive of octroi, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government.
Providing and fixing cat eye make)(3M) of size 100x100x20mm made of heavy duty body shall be molded dual shank ASA /Acyclic styrene acyloretrite ) or HP/High impact polystyrene) ort ABS having electronically welded micro prismatic lens with abrasion resistant coating as approved by Engineer-in-charge. The road stud shall support a load of 13635 by tested in accordance with ASTM D4280.The slope of retro reflective surface shall be 35+/-5 degrees to base. The reflective panels on both side with at least 12cm. of each area side. The luminance intensity should be as per the specification ASTM as recommended in BS-8873 part 4 1973 as per approved sample and manufacture by the Engineer-in-charge including carriage of materail within all leads and lifts .The rates are inclusive of octroi, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government.
Yog raj
Nitish Thakur
Tilak Raj Govt Contractor
Vikas puri
Harpal Singh
Shivalik Construction Company
Balbir Singh Govt Contractor
Suresh Kumar Govt Contractor
Satish Kumar
Mehta Enterprises
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