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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹3.2 CrAccepted-Finance 1 1 PUNJABI COLONY VIKASNAGAR | ₹3.2 Cr | L-1 | Accepted-Finance PRICE QUOTED LOW |
| 2 | L-2₹3.8 Cr+₹64.3 L (20.1%)Rejected-Finance | ₹3.8 Cr+₹64.3 L (20.1%) | L-2 | Rejected-Finance PRICE QUOTED HIGH |
| 3 | Rejected-Technical | - | - | Rejected-Technical TECHNICALLY DISQUALIFIED |
| 4 | Rejected-Technical | - | - | Rejected-Technical TECHNICALLY DISQUALIFIED |
Tender Value
₹3.8 Cr
EMD Value
₹7.7 L
Closing Date
30 Jul 2020, 5:00 pmClosed
SE IRRIGATION WORKS CIRCLE DEHRADUN
Office of Superintending Engineer Irrigation Works Circle Dehradun
Flood Protection and Drainage Work of Different Nalas in Block Vikasnagar, District Dehradun Under NABARD Part-I (Udiyabagh Nala, Karondi Nala, Jamnipur Tappad) (C.M. Announcement No. 311/2019)
2020_IRDCE_24965_1
04/SE/2020-21
Open Tender
Civil Works
Item Rate
270 days
Udiyabagh Nala, Karondi Nala, Jamnipur Tappad
AS PER STANDARD BIDDING DOCUMENT
3 documents required · 3 mandatory
₹5,900
Executive Engineer Irrigation Division Vikasnagar
₹7.7 L
Irrigation Works Circle Dehradun
1 Sept 2020
15 Jul 2020
5 Aug 2020
15 Jul 2020
30 Jul 2020
20 Jul 2020
17 Jul 2020
Amount
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material ordinary soil up to 3 m depth.
Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification and required for proper completion of work as per direction of Engineer-in-charge Clause 302.3
Providing concrete for plain concrete Nominal mix (1:3:6) in open foundations complete as per drawings and technical specifications required for proper completion of work as per direction of Engineer-in-charge
Stone masonry in cement mortar for substructure complete (Random rubble masonry in cement mortar 1:5) required for proper completion of work as per direction of Engineer-in-charge
Providing concrete for plain concrete Nominal mix (1:2:4) in open foundations complete as per drawings and technical specifications required for proper completion of work as per direction of Engineer-in-charge
Pointing on stone work with cement mortar 1:3 (1 cement :3 fine sand) required for proper completion of work as per direction of Engineer-in-charge
Providing and laying of wire crates 3.00x1.50x1.50 m. in size with a 8 gauge BWG GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders weighing not less than 25 kg each. Required for proper completion of work as per direction of Engineer-in-charge
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material required for proper completion of work as per direction of Engineer-in-charge
Brick masonry work in cement mortar in foundation complete excepting pointing and plastering, as per drawing and technical specification Clauses 600, 1202 & 1203 In 1:4 Cement mortar required for proper completion of work as per direction of Engineer-in-charge
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 required for proper completion of work as per direction of Engineer-in-charge
Clearing and grubbing road land including uprooting wild vegetation, grass,bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials s In area of non-thorny jungle required for proper completion of work as per direction of Engineer-in-charge
Parag Jain
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