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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.7 LAccepted-AOC PANIKHAITI KAMRUP METRO DISTRICT | KAMRUP METRO | ASSAM | 781001 | ₹30.7 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹30.8 L+₹15,415.66 (0.50%)Rejected-AOC 0 ZARFIROZE COMPLEX OPP MANGO MARKET BEACHER ROAD VALSAD VALSAD GUJARAT 396001 INDIA UDYAM GJ 25 0010662 | VALSAD | GUJARAT | 396001 | ₹30.8 L+₹15,415.66 (0.50%) | L2 | Rejected-AOC Rejected |
Tender Value
₹30.8 L
EMD Value
₹62,000
Closing Date
1 Feb 2024, 11:00 amClosed
Executive Engineer.
o/o the Executive Engineer. Dispur Dimoria Territorial Road Division.
Construction of road from Ananda nagar to Ganesh nagar link road with stone masonary guard wall under MMPPNA for 2023-24.
2024_PWD_35685_1
DTRD/TB/15/2022-23/193A
Open Tender
Civil Works – Roads
Item Wise
60 days
Noonmati
Please refer tender
6 documents required · 6 mandatory
₹600
₹62,000
Technical cell
1 Jul 2024
25 Jan 2024
2 Feb 2024
25 Jan 2024
1 Feb 2024
25 Jan 2024
25 Jan 2024 - 1 Feb 2024
25 Jan 2024
Amount
Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11( including extra lead )
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and comppactingg to meet reqquirement of Tables 300.1 and 300.2 with a lead uppto 1000 m as per Technical Specification Clause 301.5
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 prepared 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.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. Including Edge block/ Edge restraints
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. 600mm equilateral triangle
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
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 15
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. Random rubble masonry
Loading & Unloading of materials by manual means.
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204.
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
KRISHNA ENTERPRISE
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