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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 | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹61.0 LAccepted-AOC 05 TRIANGULAR COLONY P O PANDU P S JALUKBARI KAMRUP M PIN 781012 | GUWAHATI | KAMRUP M | ASSAM | 781012 | L1 | Accepted-AOC L1 | |
| 2 | L2₹62.9 L+₹1.9 L (3.18%)Rejected-AOC 05 TRIANGULAR COLONY PANDU PORT ROAD P O PANDU P S JALUKBARI KAMRUP METRO PIN 781012 | KAMRUP METRO | ASSAM | 781012 | L2 | Rejected-AOC L2 | |
| 3 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Others-Hardcopy Not Submitted | |
| 4 | Not Admitted-Fee/PreQual/Technical WARD NO 02 ADABARI GUWAHATI ASSAM | KAMRUP | ASSAM | 781030 | - | Not Admitted-Fee/PreQual/Technical Others-Hard copy Not Submitted |
Tender Value
₹61.0 L
EMD Value
₹1.2 L
Closing Date
20 Jan 2025, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Superintending Engineer PWD, Kamrup Road Circle
O/o Superintending Engineer PWD (Roads), Kamrup Road Circle, Fancy Bazar,Guwahati-01
Reconstruction of Joymati Nagar Byelane 7 and 23(From Ch 0.00m to Ch 130.00m both ) (Total Length_260.00m) under SOPD(G) for the year 2024-25.
2024_PWD_41075_15
No.GRC/NIT/510./2021 -22/Pt.I/2503 Dated.09.12.2024
Open Tender
Civil Works – Roads
Item Rate
180 days
Joymoti Nagar
Please refer tender
4 documents required · 4 mandatory
₹1,830
Yes
₹1.2 L
Yes
Kamrup Road Circle
10 Mar 2025
16 Dec 2024
21 Jan 2025
16 Dec 2024
20 Jan 2025
16 Dec 2024
16 Dec 2024 - 6 Jan 2025
26 Dec 2024
Amount
Road Works
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 (i) Private Land
Granular Sub-base with Well Graded Material (Table 400.1) (Only for PMGSY work) 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 atOMC, and compacting with smooth wheel roller to achieve the desireddensity, completeasper Technical SpecificationClause 401(ii) For Grading II Material
WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregates of specific sizes to wate bound macadam specification including spreading in uniform thickness, handpacking, rolling with smooth wheel roller 80-100kN 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.
Inter locking concrete Block pavement (A) Interlocking pavement block (i) 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. b. Excluding Edge block/ Edge restraints
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork F. PCC Grade M30 (i) Using Concrete Mixer
Traffic Signs A Retro-reflectorised Traffic Signs I Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 (ii) 600 mm equilateral triangle
Traffic Signs A Retro-reflectorised Traffic Signs I Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause1701.2.3 fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical Specification Clause 801 (iv) 800 mm x 600 mm rectangular
Constrcution of RCC Load Bearing Drain
Excavation for Structures Earthwork 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 back filling with approved material. I Ordinary soil A Manual Means (I) Without dewatering (i) upto 3 m depth
Removal of unsuitable soil including excavation, loading and disposal upto1000 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
Providing and laying of dry rubble flooringcomplete 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 Clause802, 803, 1202 & 1203 A With crushed Stone II. PCC M15 Nominal Mix 1:2.5:5 (Hand Mixing)
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Plain/Reinforced cement concrete, in substructure complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser E. RCC Grade M20, a. Height upto 5m, Case I: Using Concrete Mixer
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.
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification, B. Sandy material
SURAJ CONSTRUCTION (BID ID -255612)
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