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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.0 LAccepted-AOC | L1 | Accepted-AOC BID RANK-L1 | |
| 2 | L2₹36.6 L+₹47,348.40 (1.31%)Rejected-Finance VILLAGE DHANERNI P O TEH DALHOUSIE DISTT CHAMBA HP | L2 | Rejected-Finance Bid Rank-L2 | |
| 3 | Rejected-Technical VILLAGE P O MANSIMBLE TEHSIL PALAMPUR DISTRICT KANGRA HP | KANGRA | HIMACHAL PRADESH | 175013 | - | Rejected-Technical Non-Responsive |
Tender Value
₹19.8 L
EMD Value
₹39,600
Closing Date
18 Jan 2022, 11:00 amClosed
O/o EE Bhawarna Division HPPWD Bhawarna
O/o EE Bhawarna Division HPPWD Bhawarna
Balance work of Both side approaches to 8.00 mtr span RCC slab culvert at RD 1/490) (Under SCSP
2022_PWD_55557_1
NIT No.19158-217 DT.23-12-2021-Bhawarna
Open Tender
Civil Works - Roads
Item Rate
180 days
Bhawarna
Please refer Tender documents.
11 documents required · 11 mandatory
₹500
₹39,600
23 Apr 2022
12 Jan 2022
18 Jan 2022
12 Jan 2022
18 Jan 2022
12 Jan 2022
Amount
Earth work in excavation for foundation of structure such as retaining walls, breast walls, culverts, drains and parapets etcetra in all type of classification of soil comprising of ordinary soil, ordinary rock, hard rock chiseling /wedging out rocks ( Where blasting is prohibited) as per drawings and M.O.R.D. technical specification section 300 and 1600 as per direction of the Engineer-In – Charge including setting out, 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 millimeter) compacted thickness of each layers including shoring and strutting and pumping and bailing out water (surface and sub soil water ) upto any depth and any quantum of water including cleaning of slush which may arrise out during dewatering as per entire the satisfaction and the direction of Engineer-in-Charge. Including carriage of materials within all leads, lifts and other incidental . The rate is including octrai, royality, Malkana. toll tax, sale tax, GST or other taxes imposed by the Government.
Providing and laying mechanically mixed and vibrated plain cement concrete in open foundation for all type of structure complete of plain cement concrete nominal mix 1:5:10 (One cement : five sand : ten graded crushed/broken stone aggregate 20mm (Twenty millimetre) nominal size including curing complete in parapets and the like etcetera including the cost of form work as per drawing and M.O.R.D technical specification clause 802, 803, 1202 and 1203 as per the direction of Engineer-in-charge including carriage of material within all leads and lifts and other incidental. The rate including of octroi, royality, Malkana, toll tax, sale tax or other taxes imposed by the Government.
Providing and laying 100mm dia ( One Hundred millimetre) diameter P.V.C. pipe weep holes in brick masonry/ stone masonry, plain/reinforced concrete abutment, wing wall, return wall and retaining/breast walls through the full width of the structures with slope of 1(V): 20 (H) (one vertical: twenty horizontal) towards draining face complete as per drawing and M.O.R.D. technical specifications clause 709 and 1206.6 and as per the entire satisfaction and direction of Engineer- in-Charge including carriage of materials within all leads and lifts and other incidental . The rate is including octroi, royality, Malkana, toll tax, GST or other taxes imposed by the Government.
Back filling with granular material behind abutments, wing walls, return walls complete and retaining walls complete as per drawing and MORD technical specifications clause 1203 and 1604 and as per the entire satisfaction and direction of Engineer-in-charge including carriage of material within all leads and lifts and other incidental. The rate is including of octroi, royality, Malkana, toll tax, sale tax, GST or other taxes imposed by the Government.
Construction of embankment for road way with approved materials from borrowpits , or other sources in layers of suitable thickness not exceeding 200mm (Two hundred milimeter) thick each layers and compacted with 80-100 (Eighty - Hundred) K.N static/ vibratory road roller to meet the requirement of table 300.1 and 300.2 of technical specifications to lines, grades, levels and cross sections as per Drawings or direction of the Engineer-in-Charge to Technical specification clause 301 and other relevent clauses including preparation of foundation for embankment in all kinds and classification of soils including saturated soil and dewatering/ bailing out of water where ever required including handling of material for construction of embankments within all leads and lifts. The rate shall include carriage of machineries, equipments, tools and materials and safety measures payment of all taxes, octroi royality GST and other incidentals necessary to complete the work in all respects.
Om Parkash
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