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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹40.0 L+₹809.10 (0.02%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical C O CHABIN BASUMATARY VILL GORUMARA P O KHAMARDWISA P S SIMLA DIST BAKSA PIN 781330 | GORUMARA | BAKSA | ASSAM | 781330 | - | Rejected-Technical Not Qualified |
Tender Value
₹40.0 L
EMD Value
₹79,996
Closing Date
4 Apr 2023, 2:00 pmClosed
The Addl. Chief Engineer cum Director, PWD, BTC
O/o the Addl. Chief Engineer cum Director, PWD, BTC, Kokrajhar.
Const. of ICBP road from Kalaigaon-Harisinga PWD road to No. 2 Amguri village link road under AOP for the year 2022-23 in Udalguri District, Udalguri PWD RR Division.
2023_BTC_29905_1
ACE-35/TECH/UDL(RB)/IFB/18-19
Open Tender
Civil Works – Roads
Works
180 days
Udalguri
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
₹79,996
Yes
2 May 2023
16 Mar 2023
4 Apr 2023
16 Mar 2023
4 Apr 2023
16 Mar 2023
16 Mar 2023 - 4 Apr 2023
Amount
2.2 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. (i) By Manual Means (a) In area of non thorny jungle
3.4. Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land
3.14. 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
4.1 (A) 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
4.7. 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 smooth wheel roller 80-100 KN 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. A . By Manual Means
6.7.(A)(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. A) Including Edge block/ Edge restraints.
10.2.A.I. Providing 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 aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of property designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. 600mm equilateral triangle
800mm X 600mm rectangular.
10.3.A.(I) Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.
14.4 Single bamboo palasiding/walling of whole 2 nd class bamboo (Jato or Bethua) 75mm dia and closely packed & driven including fitting fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.5m apart longitudinally and providing brush wood as per drawing and Technical Specifications Clause 1302.5. Driven at least 900mm below ground and 1200mm
JAYANTA SAHARIA
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