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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.1 CrAccepted-AOC | ₹4.1 Cr | 1 | Accepted-AOC Accepted |
| 2 | 1₹4.1 CrRejected-AOC KUKURMARI HOUSE NO 0 CITY TOWN DHALIGAON P O DHALIGAON P S DHALIGAON DISTRICT CHIRANG PIN 783385 | CHIRANG | ASSAM | 783385 | ₹4.1 Cr | 1 | Rejected-AOC Not Accepted |
| 3 | 1₹4.1 CrRejected-AOC MANIMUGDHA NAGAR HOUSE NO 11 CITY TOWN GUWAHATI P O KHANAPARA P S DISPUR DISTRICT KAMRUP M PIN 781022 | KAMRUP METRO | ASSAM | 781022 | ₹4.1 Cr | 1 | Rejected-AOC Not Accepted |
| 4 | 1₹4.1 CrRejected-AOC | ₹4.1 Cr | 1 | Rejected-AOC Not Accepted |
| 5 | 2₹4.6 Cr+₹50.4 L (12.2%)Rejected-AOC | ₹4.6 Cr+₹50.4 L (12.2%) | 2 | Rejected-AOC Not Accepted |
Tender Value
₹4.6 Cr
EMD Value
₹9.2 L
Closing Date
20 Nov 2023, 2:00 pmClosed
Chief Engineer, PWD (Roads), Assam
O/o the Chief Engineer, PWD (Roads), Assam
Improvement of Lal Chand Garo Path Kainadhara, Linked to Patarkuchi to NH-37 under Mukhya Mantrir Nagoriya Paki Path Nirman Aachoni (MMNPPNA) for the year 2023-24.
2023_PWD_33338_25
CE/CW/20/23-24-Nagariya-Lot-2
Open Tender
Civil Works – Roads
Item Rate
180 days
Guwahati
Please refer Tender documents.
4 documents required · 4 mandatory
₹9,200
₹9.2 L
Yes
11 Jun 2024
31 Oct 2023
20 Nov 2023
31 Oct 2023
20 Nov 2023
31 Oct 2023
31 Oct 2023 - 20 Nov 2023
Amount
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201
Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual method should be adopted where machines can not be deployed due to site condition)
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.(i) For Grading I Material
Water Bound Mecadam: 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 in stages to proper grade and camber, applying and brooming requisite type of screening /binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density.Gr-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.
PProviding 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 aluminiumsheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701. (iii) 60 cm circular
PProviding 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 aluminiumsheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701. (iii 60 cm equilateral triangle
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
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.h.
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 17.50 A.Sandy material
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
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork . (E) RCC Grade M20 a) Height upto 5m
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
SUBHSHREE INFRAA
HRIDAY JUGAL DAS
M/S Trinayan Associates
Joy Charan Barman
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