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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹17.9 LAccepted-AOC | L-1 | Accepted-AOC ok | |
| 2 | L-2₹19.1 L+₹1.2 L (6.48%)Rejected-AOC | L-2 | Rejected-AOC ok | |
| 3 | L-3₹19.6 L+₹1.7 L (9.61%)Rejected-AOC NOT AVAILABLE | FARIDABAD | HARYANA | 121004 | L-3 | Rejected-AOC ok | |
| 4 | L-4₹20.3 L+₹2.4 L (13.5%)Rejected-AOC VILLAGE PO MALAHAT TEHSIL DISTRICT UNA HP | L-4 | Rejected-AOC ok | |
| 5 | L-5₹21.0 L+₹3.1 L (17.0%)Rejected-AOC VPO PANOH TEHSIL DISTT UNA HP | UNA | HIMACHAL PRADESH | 174301 | L-5 | Rejected-AOC ok |
Tender Value
₹24.3 L
EMD Value
₹44,000
Closing Date
23 Mar 2020, 10:30 amClosed
Executive Engineer, Una Division, HPPWD, Una
Executive Engineer, Una Division, HPPWD, Una
Job 1 Balance work of Construction of link road from Panjawar Bathri to Harijan Basti via Satsang Ghar Lalhri Sub Head Construction of CC pavement with edge wall at RD 0-0 to 0-150, 0-650 to 0-700 and earth filling, Providing and Laying GSB, WMM a
2020_PWD_36331_1
Job 1 Balance work of Construction of link road fr
Open Tender
Civil Works - Roads
Item Rate
182 days
Una
Please refer to Bidding Documents
13 documents required · 13 mandatory
₹500
Executive Engineer, Una Division, HPPWD, Una
₹44,000
25 Jul 2020
18 Mar 2020
23 Mar 2020
18 Mar 2020
23 Mar 2020
18 Mar 2020
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 setting out construction of shoring and bracing , removal of stumps and other deleterious materials and disposal of materials upto any lead and upto any lift including dressing of sides and bottom and back filling in trenches with excavated suitable approved material to the original surface in layers not exceeding 150mm ( one hundred fifty millimetres) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water ) upto any depth and any quantium of water including cleaning of slush which may arrise out during dewatering as per direction of Engineer-in-Charge. including carriage of material with in all leads and lifts and other incidentals .The rate includes 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 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 octori, royality,malkhana ,toll tax,GST,labour cess or other taxes imposed by the Government..
Construction of embankment with approved materials obtained from borrow pits deposited at site from road way, excavation of other road structures or other sources laid in layers of suitable thickness not exceeding 200mm( two hundred millimeter) and compacted with 80-100 (eighty-hundred)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, tools and materials and safety measures, as per direction of the Engineer-in-charge including carriage of material with in all leads and lifts and other incidentals .The rate includes 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 caluse 401 grading -I material including carriage of material with in all leads and lifts and other incidentals .The rate includes 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 with in all leads and lifts and other incidentals .The rate includes octori, royality,malkhana ,toll tax,GST,labour cess or other taxes imposed by the Government..
Construction of un-reinforced dowel jointed at expansion and construction joint only plain cement concrete pavement thickness as per design over a prepared sub base with 43(forty three ) grade cement or any other type as per clause 1501.2.2 M-30(grade) cement contents not less than 400 ( four hundred kilogram) kg per cubic metre coarse and fine aggregate confirming to IS 383 (three hundred eighty three ) in ready mix cement concrete weigh batching plant of capacity 15 to 20 cubic metre and transportation through transit mixer using approved mix design,laid in approved fixed form work (Steel channel laying and fixing of 125 (one hundred twenty five ) micron thick polyhene film wedges ,steel plates including levelling the form work as per drawing) spreading the concrete with shovels rakes compacted using needle screed and plate vibrators and finished in continuous operation including provision of contraction and expansion , construction joint applying debonding strips ,primer,sealant dowels bars near approaches to bridge/ culvert and construction joints admixtures as approved curring of concrete slabs 14(fourteen) days using compound (where specified) and water finishing to lines and grade as per drawing and technical specifications clause 1501 including carriage of material with in all leads and lifts and other incidentals .The rate includes octori, royality,malkhana ,toll tax,GST,labour cess or other taxes imposed by the Government..
SATWINDER SINGH
Yog raj
Nitish Thakur
Ram Sahore Govt Contractor
Suresh Kumar Govt Contractor
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