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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹96.4 LAccepted-AOC | ₹96.4 L | 1 | Accepted-AOC Accepted |
| 2 | 1₹96.4 LRejected-AOC C O NINGNA RAM DAS HOUSE NO 15 GREEN VIEW COLONY TETELIA GUWAHATI PO MALIGAON PS JALUKBARI KAMRUP METRO 781011 | GUWAHATI | KAMRUP METRO | ASSAM | 781011 | ₹96.4 L | 1 | Rejected-AOC Not Accepted |
| 3 | 1₹96.4 LRejected-AOC SCHOOL CHARIALI SADIYA | SADIYA | TINSUKIA | ASSAM | 786157 | ₹96.4 L | 1 | Rejected-AOC Not Accepted |
| 4 | 1₹96.4 LRejected-AOC | ₹96.4 L | 1 | Rejected-AOC Not Accepted |
| 5 | 1₹96.4 LRejected-AOC | ₹96.4 L | 1 | Rejected-AOC Not Accepted |
Tender Value
₹1.1 Cr
EMD Value
₹2.1 L
Closing Date
14 Nov 2023, 2:00 pmClosed
Chief Engineer, PWD(Roads), Assam
O/o the Chief Engineer, PWD(Roads), Assam
Construction of Tetelia Namghar Path Road and Drain Length 800m under Mukhya Mantrir Nagoriya Paki Path Nirman Achoni (MMNPPNA) for the year 2023-24 (West Guwahati LAC, Ward No. 10)
2023_PWD_33242_15
CE/CW/20/2023-24-Nagariya(GMC)
Open Tender
Civil Works – Roads
Item Rate
180 days
Guwahati
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,100
₹2.1 L
Yes
30 Mar 2024
25 Oct 2023
14 Nov 2023
25 Oct 2023
14 Nov 2023
25 Oct 2023
25 Oct 2023 - 14 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.
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as per Technical Specification Clause 301.4.
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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
Interlocking Pavement Block : Providing and laying Interlocking Concrete Block Pavement with M40 grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. Including Edge block/ Edge restraints
Earth work in excavation for foundation of structures as per drawings and technical specification clause 305, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, disposal upto 50mdressing of sides and bottom and back filling in trenches with excavated suitable material.
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
Dry Rubble Flooring : Construction of Dry Rubble Flooring complete as per drawing 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 (A)With crushed Stone,P.C.C Grade M15
Supplying, fitting and placing TMT IS: 1786 (Fe-500) bar reinforcement (Other ISI approved TMT Reinforcement Bar) (SAI/BISCON/THERMAX or equivalent) in substructure complete as per drawing and Technical Specification Clauses : 1002, 1005, 1010 & 1202.
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. (E) RCC Grade M-20. (a) Height upto 5.0m. 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
Md Nabirul Islam
M/S MAA CHITRA ENTERPRISE
HRISHIKESH TALUKDAR
MS/S N.E. CONSTRUCTION
BISWAJIT GOGOI
GYANDEEP KALITA
M/S M S Enterprise
MAINTU KUMAR BHAGAWATI
Jyotiraj Deka
M/S ALOK FUTURISTIC GROUP
BUBUL LAHON
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