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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC | ₹1.3 Cr | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹1.4 Cr+₹10.9 L (8.37%)Rejected-AOC | ₹1.4 Cr+₹10.9 L (8.37%) | L2 | Rejected-AOC L2 |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.6 Cr
EMD Value
₹3.1 L
Closing Date
29 Sept 2018, 3:00 pmClosed
CEO, ASAMB
ASAMB, RK Mission Road,Ghy-07
SITE DEVELOPMENT WORK IN THE SITE OF PROPOSED TERMINAL MARKET AT SILCHAR, CACHAR Group I
2018_ASAMB_8535_1
ASAMB/ENGG/2497/2018/12
Open Tender
Civil Works – Roads
Works
180 days
Silchar
Please refer to Bidding Document
5 documents required · 5 mandatory
₹5,000
CEO, ASAMB
₹3.1 L
Yes
Conference hall, ASAMB, RK Mission Road,Ghy-07
7 Mar 2020
10 Sept 2018
1 Oct 2018
10 Sept 2018
29 Sept 2018
10 Sept 2018
20 Sept 2018
Amount
Excavation in Soil using Hydrolic Excavation CK-90 and Tippers with disposal up to 1000 metres. (Excavation for roadway in soil with hudrolic exacavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lift and lead up to 1000 metres, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections)
Excavation in ordinary Rock using Hydrolic Excavation CK-90 and Tippers with disposal up to 1000 metres. (Excavation for roadway in ordinary rock with hudrolic exacavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site within all lift and lead up to 1000 metres, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections)
Excavation in Hard Rock (blasting prohibited) (Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers, and disposal within all all lift and lead up to 1000 metres, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections) A Mechanised
Embankment Construction with material obtained from borrow pits (Construction of embankment with approved material obtained from borrow pits with all lifts and lead, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2 including cost of testing of materials at site and laboratory as directed by the department.) (a) From private land
(c) Extra lead beyond initial lead of 3.00 Km. (Total lead considered = 8.00 Km.)
SMTI RUHINA AKTAR BARBHUIYA
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