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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹48.2 L+₹22,084.10 (0.46%)Rejected-AOC C O ANIL CHANDRA SAHA DOTMA P O P S DOTMA DIST KOKRAJHAR BTC ASSAM PIN 783347 | DOTMA | KOKRAJHAR | ASSAM | 783347 | L2 | Rejected-AOC L2 | |
| 3 | L3₹48.4 L+₹43,317.84 (0.90%)Rejected-AOC | L3 | Rejected-AOC L3 |
Tender Value
₹48.0 L
EMD Value
₹96,000
Closing Date
21 Nov 2022, 2:30 pmClosed
Sri Arun Ch. Goswami
O/o the Addl. Chief Engineer-cum-Director, PWD, BTC, Kokrajhar.
Construction of ICBP road from Bhomrabil Bazar to Bhomrabil ME School under AOP, BTC for the year 2022-23 under Gossaigaon Rural Road Sub-Division. TN No.21_16.
2022_BTC_27578_1
No.38/KOKR/IFB/P-I/2016-17/41
Open Tender
Civil Works – Roads
Item Rate
180 days
Kokrajhar
Refer to Tender Documents
5 documents required · 5 mandatory
₹1,000
₹96,000
Yes
15 Dec 2022
4 Nov 2022
22 Nov 2022
4 Nov 2022
21 Nov 2022
4 Nov 2022
4 Nov 2022 - 21 Nov 2022
Amount
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, 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.
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 (l) Private Land.
Construction of Sub grade and Earthen shoulder with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.2 with a lead upto 1000 m as per Technical Specification clause 303.1 (i) Private Land.
(A) By Mix in Place Methos: 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
WBM Grading 3-Using stone screening Type-B 11.2 mm for Gr.lll: 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 mannual means
(A) Inter locking concrete Block pavement i) a- Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 (including Edge restraint and carriage)
Arjun Saha
Mwikwm Basumatary
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