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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.6 CrAccepted-AOC | ₹2.6 Cr | 1 | Accepted-AOC Accepted |
| 2 | 1₹2.6 CrRejected-AOC | ₹2.6 Cr | 1 | Rejected-AOC Not Accepted |
| 3 | 2₹3.0 Cr+₹37.2 L (14.3%)Rejected-AOC | ₹3.0 Cr+₹37.2 L (14.3%) | 2 | Rejected-AOC Not Accepted |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹2.9 Cr
EMD Value
₹5.8 L
Closing Date
27 Sept 2023, 2:00 pmClosed
Chief Engineer, PWD (Roads), Assam
O/o the Chief Engineer, PWD (Roads), Assam
Improvement of Birina Path, Janakpur at Kahilipara with RCC load bearing drain, RCC cross culvert and Road works under SOPD(G) for the year 2023-24
2023_PWD_32594_1
CE/CW/18/2023-24-BirinaPath
Open Tender
Civil Works – Roads
Item Rate
180 days
Guwahati
Please refer Tender documents.
4 documents required · 4 mandatory
₹8,650
₹5.8 L
Yes
20 Feb 2024
20 Sept 2023
27 Sept 2023
20 Sept 2023
27 Sept 2023
20 Sept 2023
20 Sept 2023 - 27 Sept 2023
Amount
Cleaning & desilting of road side drains/ cross drain by mechanical means with dequate road safety measures by providing caution board , safety ribons, proper lighting if necessary etc. without damaging the footpath slab, road surface including immediate disposal of the semi solid silt/ garbages/ floating materials/ polythene etc. taken out from the drains/ culverts etc. up to a lead of 20.00 km from the site within 24 hours as directed keeping the road surface , footpath etc. clean . Desilting work will have to be carried out as and when necessary as per Technical Specification & directed by Department.
Dismantling of structure 'Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202, Cement Concrete
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
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (i) Sandy materials
Construction of subgrade and earthen shoulders with approved material obtained from borrow pitrs with all lifts and leads, transporting to site,spreading,grading to required slope and compacted to meet requirement of table 300.2 with a lead upto 1000 m. as per technical specification clause 303.1 (a)From Private land
Granular Sub -base with Well Graded Material (Table 400.1) (A) By Mix in place method, 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. ii ) For Grading II Material
WBM Grading 3 Using stone sceening Type- B 11.2mm for Gr. III, Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means.
Interlocking concrete block pavement-Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504. A) Including Edge block/ Edge restraints
Excavation for Structures (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. A Manual Means, upto 3 m depth
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Supplying, fitting and placing TMT IS:1786 (Fe 500 D) bar reinforcement in sub-structure complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 With Crushed stone (IV) RCC Grade 20 (i) For height upto 5 m
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.
Direction and place identification sign upto 0.9sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)
Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand), 600 mm equilateral triangle.
Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand), 600 mm circular
Tapash Paul
M/s Manisha Construction
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