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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.1 LAccepted-AOC | L1 | Accepted-AOC WORK ALLOTED AS L1 | |
| 2 | L2₹40.1 L+₹2.0 L (5.26%)Rejected-AOC HANDIQUE MILON GAON CITY TOWN SILAPATHAR P O SIMENCHAPARI P S SIMENCHAPARI DISTRICT DHEMAJI PIN 787061 | DHEMAJI | ASSAM | 787061 | L2 | Rejected-AOC WORK NOT ALLOTED AS L2 | |
| 3 | L3₹40.1 L+₹2.0 L (5.26%)Rejected-AOC | L3 | Rejected-AOC WORK NOT ALLOTED AS L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical Technically Non- Responsive |
Tender Value
₹40.1 L
EMD Value
₹80,280
Closing Date
30 May 2022, 10:00 amClosed
EE JONAI TRD SILAPATHAR
Office of the Executive Engineer Jonai TRD Silapathar
Restoration of Flood damaged Road from Tako Village to Borong Charaibari from CH- 2.10 KM to 2.130 KM AND CH-3.35 KM to 3.379 KM L 0.059 KM under SDRF FDR for the year 2021-22 in 114 Jonai ST LAC under Jonai Territorial Road Division in Dhemaji Distr
2022_PWD_25574_1
JT/SDRF/2021-22/35
Open Tender
Civil Works
Works
180 days
JONAI
Please refer tender documents
3 documents required · 3 mandatory
₹1,500
₹80,280
Yes
SILAPATHAR
30 Jul 2022
18 May 2022
30 May 2022
18 May 2022
30 May 2022
23 May 2022
18 May 2022
Amount
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m transporting to site spreading grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m 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
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. For grading-II
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
Earthwork in exavation for foundation of structure as per drawings and technical specification clause 307 including setting out construction of shoring and bracing deleterious matter, dressing of sides and bottom and backfilling with approved material (Rate as per item No. 11.1 of Chapter 11)
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC-M15
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC-M20
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification
CHITUL HANDIQUE
M/s Bhawani Construction
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