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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Admitted-Fee/PreQual/Technical/Finance 54 WEST REST CAMP DEHRADUN UTTARAKHAND | DEHRADUN | DEHRADUN | UTTARAKHAND | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Admitted-Fee/PreQual/Technical/Finance | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
Refer Docs
EMD Value
₹1.7 L
Closing Date
6 Aug 2024, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
EE, CD, PWD, Roorkee.
Construction of Kharanja road from in front of Idgah towards Margoobpur bypass road Hospital at Village Margoobpur in Piran Kaliyar constituency of district Haridwar Under state Sector 2023-24 (Job 3).
2024_pwd_74013_3
1392/2A dt. 19.07.2024
Open Tender
Civil Works
Item Rate
180 days
Piran Kaliyar
As per condition
1 document required · 1 mandatory
₹4,720
EE, CD, PWD, Roorkee.
₹1.7 L
6 Aug 2024
27 Jul 2024
6 Aug 2024
27 Jul 2024
6 Aug 2024
29 Jul 2024
Amount
Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm,mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on repared 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 Clause 401.. For Grading II Material
Brick on edge pavement with straight overburnt bricks laid on edge including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local sand and spreading blinding coat 1cm (3/8") depth of local sand over the entire surface and including supply of all materials, labour and T&P etc. required for proper completion of the work.
For Hume Pipe Culvert 04 Nos at CH- 0.010,0.100, 0.500 & 0.800 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6
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.
Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets. 500 mm dia
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M/S DOON INFRASTRUCTURE
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