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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.6 LAccepted-AOC VILLAGE VILLAGE TEHSIL BAIJNATH DISTRICT KANGRA | MANDI | HIMACHAL PRADESH | 175013 | ₹64.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹65.9 L+₹1.3 L (1.95%)Rejected-Finance | ₹65.9 L+₹1.3 L (1.95%) | L2 | Rejected-Finance Being L2, Not Accepted |
| 3 | L3₹68.9 L+₹4.3 L (6.60%)Rejected-Finance | ₹68.9 L+₹4.3 L (6.60%) | L3 | Rejected-Finance Being L3, Not Accepted |
| 4 | L4₹73.4 L+₹8.8 L (13.6%)Rejected-Finance | ₹73.4 L+₹8.8 L (13.6%) | L4 | Rejected-Finance Being L4, Not Accepted |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹93,800
Closing Date
28 Mar 2023, 5:00 pmClosed
District Project Manager O/o DPMU Palampur HPCDP P
District Project Manager O/o DPMU HPCDP JICA ODA Phase-II, Opposite to Soil Testing Lab, Holta at Palampur
C/o Flow Irrigation Scheme Bhedi Kuhal G.P. Minjhgram (Ladwara), Tehsil Shahpur, District-Kangra (H.P.)
2023_HPCDP_70388_1
No. Agr. DPMU. KGR F (7) Tender/13/2022-1231
Open Tender
Civil Works - Water Works
Item Rate
365 days
G.P. Minjhgram (Ladwara), Tehsil Shahpur, District
Please refer Tender documents.
16 documents required · 16 mandatory
₹2,000
District Project Manager, HPCDP Phase-II
₹93,800
O/o DPMU Palampur HPCDP Phase-II
5 Jul 2023
7 Mar 2023
29 Mar 2023
7 Mar 2023
28 Mar 2023
7 Mar 2023
22 Mar 2023
Amount
Demolishing of cement concrete manually/ by mechanical means including disposal of material within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains, pits upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, chieselling soft / hard rock including getting out the excavated soil, dressing of sides, ramming of bottoms and returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.
Centering and shuttering including strutting, propping etc. and removal of form work for :
Foundations, footings, bases of columns,etc. for mass concrete complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.
Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.
Suspended floors, roofs, landings, balconies and access platform complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
Edges of slabs and breaks in floors and walls complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
Extra Allowance for formwork in concrete lining in:
Bed complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.
In sides complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge.
Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
Providing and laying in position cement concrete 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
Providing cement concrete lining 15 cm thick or less for irrigation channels, using cement concrete 1:2:4 (1 cement2 sand :4 stone aggregate 20 mm nominal size) in:
Bed complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
Side slopes complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
Providing and laying in position cement concrete 1:2:4 (1 Cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of centering and shuttering for all work up to plinth level complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
Providing and laying in position reinforced cement concrete 1:1.5:3 (1cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) and curing complete in :
All work up to plinth level excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
In beams, suspended floors, roofs having slope landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto all level, excluding the cost of centering, shuttering and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
Wire Crate of G.I. wire filled with boulders with square cut faces angainst the wire (Wire Crates to be measured and paid for separately) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
Wire Crates made of G.I. wire filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for separetly) G.I. Wire 5.00 mm thick corresponding to SWG-8 15 cm x 15 cm mesh complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
Providing Mild steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
Finishing with epoxy paint (two or more coats) at all locations prepared on steel work and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
Writing new letters and figures of any shade with synthetic enamel black or any other approved colour to give an even shade as per drawings and technical specifications clause 1701 in English and roman, hyphen, commas and the like not to be measured and paid complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
Providing & fixing HDPE pipe of 90 mm dia as per IS 4984, PE-80 complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.
Ashok Soni
aatish choudhary govt. cont.
Kuldeep Sood Govt. Contr.
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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