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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹6.5 LAccepted-Finance BASSI UNDER BASSI POWER HOUSE DIVISION HPSEBL JOGINDER NAGAR | SHIMLA | HIMACHAL PRADESH | 171001 | L-1 | Accepted-Finance Lowest Bidder (Success Bidder) | |
| 2 | L-2₹6.5 L+₹5,193.63 (0.80%)Rejected-Finance | L-2 | Rejected-Finance Highest Bidder | |
| 3 | L-3₹6.6 L+₹11,661.39 (1.80%)Rejected-Finance GROUND FLOOR THAKUR COMPLEX BASANTPUR | BASANTPUR | SHIMLA | HIMACHAL PRADESH | 171018 | L-3 | Rejected-Finance Highest Bidder | |
| 4 | Rejected-Technical | - | Rejected-Technical Offline documents do not submitted to this office, hence his bid is rejected |
Tender Value
₹6.5 L
EMD Value
₹15,000
Closing Date
16 Dec 2024, 11:00 amClosed
District Project Officer, IDP
Forest Complex Uppar Dhalpur Kullu Distt. Kullu 175101
Renovation of Irrigation Channel from Gahan Aage (Source) to Village Khakhnal Ward No. 4 GP Gojra for the under APO IDP unit Naggar for the year 2024-25
2024_CPD1_96041_1
Job No. 210/NGR Renovation of Irrigation Channel from Gahan Aage (Source) to Village Khakhnal
Open Tender
Civil Works
Item Rate
APO Naggar
Please refer Tender documents.
8 documents required · 8 mandatory
₹350
District Project Officer
₹15,000
16 Dec 2024
2 Dec 2024
16 Dec 2024
2 Dec 2024
16 Dec 2024
2 Dec 2024
Amount
Annexure-A
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) cum
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)cum
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars
12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform
Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Square shape 450 mm internal dimensions each
P/F G.I.Connecting Pipes. Inlet & outlet pipes 40mm
Earth work in excavation by mechnical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10sqm on plan), upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m. Cutting in Ordinary rock.
Excavation in foundationtrenches etc.in earth work lift upto 1.50mtr.i/c stacking the excavated soil not more than3mtrs. From the edge of excavated soil,consolidating each deposited layer by ramming and watering and thendisposing of all the surplus excavted soil as directed with in a lead of 20mtrs. .
Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge.
Centering and shuttering including strutting, propping etc. and removal of form for (actual cost be charged only) Walls (any thickness) including attached pilasters,buttresses, plinth and string.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand) : 6 graded stone aggregate 20 mm nominal size)
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate) finished with a floating coat of neat cement, including cement slurry,but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate
Painting & writing on the M.S. Sheet fixed on the Railing in size 1.20x1.20mtr.
Mechanical Carriage
Manual Carriage
RAJESH KUMAR GOVT. CONTRACTOR (BID ID -458947)
RAKESH KUMAR (BID ID -458908)
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