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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.8 LAccepted-AOC | ₹39.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹45.1 L+₹5.3 L (13.3%)Rejected-Finance | ₹45.1 L+₹5.3 L (13.3%) | L2 | Rejected-Finance Quoted High |
| 3 | Rejected-Technical | - | - | Rejected-Technical Technically Non Responsive |
Tender Value
₹39.8 L
EMD Value
₹39,800
Closing Date
21 Dec 2017, 3:00 pmClosed
SE, PWD (R and B) Circle Kokrajhar
Office of The Superintending Engineer PWD (Rand B) Circle, Kokrajhar
Impr of Road from Bangsibari to Gameriguri Chowk (Ch.0.00 m to 1850.00m_Ch.0.00m to 730.00 m and Ch 1030.00m to 1380.00 m) (Sub-way_Bye Pass Road due to River Beki Erosion at 10th km. of Barpeta Road Bashbari Road) under Mashalpur (R and B) Divsion
2017_BoTC_4181_1
TN-103/1
Open Tender
Civil Works
Item Rate
60 days
Mushalpur
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,200
Principal Secretary, BTC, Kokrajhar
₹39,800
Yes
1 Feb 2022
6 Dec 2017
22 Dec 2017
6 Dec 2017
21 Dec 2017
6 Dec 2017
Amount
2.2(1)/ Clearing and Grubbing of Road land including uprooting rank vegetation, grass, brushes, shrubs, sapling and trees of girth upto 300mm removal of stumps of trees cut earlier and disposal of unserviceable materials & stacking of serviceable material to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness. In thickness as per Technical Specification Clause 201. 1.By manual means (A) In area of non thorny jungle
3.4/ Construction of embankment with approved materials obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading grading to required slope and compacting to meet requirement of Table 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause. I. Private land
3.14/ Construction of Sub-grade & earthen shoulders with approved materials 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 up to 1000m as per Technical Specification Clause. I. Private land
4.11/ Granular Sub base/base surface course with local materials (table 400.13) by mix in place method normal construction of Granular sub base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per clause 401.4 as per Technical specification clause 408. ii) using gravel mix soil.
Girendra Boro
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tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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