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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹98.3 LAccepted-AOC C O AMWN BASUMATARY SONTOSHI NAGAR P O P S UDALGURI DIST UDALGURI BTC ASSAM PIN 7844509 | UDALGURI | UDALGURI | ASSAM | 7844509 | L1 | Accepted-AOC Lowest l1 | |
| 2 | L2₹98.7 L+₹31,683.55 (0.32%)Rejected-Finance P O P S UDALGURI WARD NO 2 DIST UDALGURI BTC ASSAM | UDALGURI | ASSAM | 784113 | L2 | Rejected-Finance Quoted High | |
| 3 | L3₹1.1 Cr+₹8.8 L (8.97%)Rejected-Finance | L3 | Rejected-Finance Quoted Higjest |
Tender Value
₹98.3 L
EMD Value
₹2.0 L
Closing Date
30 Jan 2020, 3:00 pmClosed
SE PWD(R and B) Circle, Kokrajhar
O/o the SE PWD(R and B) Circle, Kokrajhar
Re-Construction work of flood Damaged Rangapani Nawherua road under SOPD FDR for the year 2019-20. (Re-Tender)
2020_BoTC_15948_1
TN 144 of 2019-20 144/2(RE-TENDER)
Open Tender
Civil Works
Works
180 days
Rangapani
Please refer Tender documents.
5 documents required · 5 mandatory
₹3,000
Principal Secretary, BTC
₹2.0 L
Yes
23 Feb 2020
20 Jan 2020
30 Jan 2020
20 Jan 2020
30 Jan 2020
20 Jan 2020
20 Jan 2020 - 30 Jan 2020
Amount
Road Work: 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.
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 Table 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 I) Private Land
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
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. (A) By Mix in Place Method (i) for Grading-II Material
Gabin Structure for Retaining Earth (Providing and construction of a gabain structure for retaining earth with segments of wire crates of size 7m x 3m x 0.6 m each divided into 1.5 m compartments by cross netting made from 4 mm galvanished steel wire @ 32 Kgs per 10Sqm having minimum tensil strength of 300Mpa conforming to IS: 280 and galvanizing coating conforming to IS:4826, woven into meshes with double twist mesh size not exceeding to 100mm x 100mm, firred with boulders at least dimension of 200mm, all loose ends to be tied with 4mm galvenized steel wire)
Providing and laying pitching on slopes laid over prepared filler media as per drawing and technical specifications clause 1302. Stone/Boulder
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
Sri Minon Mochahari
JYOTI KUMAR GOYARI
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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