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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC | ₹1.0 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹1.0 Cr+₹1.6 L (1.57%)Rejected-AOC | ₹1.0 Cr+₹1.6 L (1.57%) | L2 | Rejected-AOC Not Awarded |
Tender Value
₹1.0 Cr
EMD Value
₹2.0 L
Closing Date
27 Dec 2022, 11:00 amClosed
S E, PWD (Roads), City Road Circle
Bamunimaidam, Guwahati
Improvement of road from RRSL Department of Consumer Affairs, Guwahati to Moran Field at Dakhingaon under SOPD (G) for the year 2022-23.
2022_PWD_28423_1
CS/DTRD/SOPD(G)/8/2022-23
Open Tender
Civil Works
Works
150 days
Kamrup
Please refer Tender documents.
6 documents required · 6 mandatory
₹3,070
Yes
₹2.0 L
Yes
20 Jan 2023
23 Dec 2022
27 Dec 2022
23 Dec 2022
27 Dec 2022
23 Dec 2022
23 Dec 2022 - 27 Dec 2022
Amount
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a) including cost of testing of materials at site and laboratory as directed by the deptt.
Construction of Granular sub base by close graded material spreading in uniform layers with motor grader on prepared surface,mixing by bmix in place method with rotavator at OmC and compacting with vibratory roller to achive the desire density complete as per cl.401(with an initial tead of 5.00Km)(Including cost of testing of materials at site and labortory as directed by Deptt.) (ii) 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 vibratory roller 8-10 tonnes capacity in stages to proper grade and camber,applying and brooming requisite type of vscreening/ binding material to fillup the interstices of corse aggregates,watering and compacting to the reqd. density(with an initial lead of 5.00km) (A) By manual means. (i) Grading - III.
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
BRICK MASONRY DRAIN WALL: Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding 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) Ordinary soil Upto 3 m depth (I) without dewatering
Construction of dry rubble flooring at cross drainage works 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.)
Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications
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 drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (A) RCC M20
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
Plastering with cement mortar (1:3), on brickwork in substructure as per technical specification Clauses 613.4 & 1204
BOULDER RETAINING WALL: Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding 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) Ordinary soil Upto 3 m depth (I) without dewatering
Construction of dry rubble flooring at cross drainage works 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.)
Stone masonry in cement mortar 1:3 for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204
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 (1:3), on brickwork in substructure as per technical specification Clauses 613.4 & 1204
Prakash Kumar Medhi
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