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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 CrAccepted-AOC | ₹1.8 Cr | L1 | Accepted-AOC Admitted |
| 2 | L2₹1.9 Cr+₹9.6 L (5.34%)Rejected-Finance DUHALIA HOUSE NO CITY TOWN PATHARKANDI P O DUHALIA P S PATHARKANDI DISTRICT KARIMGANJ PIN 788724 | KARIMGANJ | ASSAM | 788724 | ₹1.9 Cr+₹9.6 L (5.34%) | L2 | Rejected-Finance Rejected |
Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
21 Nov 2018, 4:00 pmClosed
Executive Engineer Karimganj RR Division
O/ o the Executive Engineer Karimganj RR Division
Construction of RCC foot bridge at Hazarichook Madhya Bilbari road over River Longai under SOPD (G) for the year 2018-19 P no KXJ_ KRRD_SOPD(G) _18-19_01
2018_PWD_9698_1
KRRD/T-1/SOPD(G) /18-19/2
Open Tender
Civil Works
Item Rate
180 days
Karimganj
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,400
Empowered Officer ASRB
₹3.6 L
Yes
1 Aug 2020
15 Nov 2018
22 Nov 2018
15 Nov 2018
21 Nov 2018
15 Nov 2018
15 Nov 2018 - 21 Nov 2018
Amount
Excavation for structures. Earth work in excavation for structureas as per drawing and technical specification Cl;304, including setting out, construction of shoring and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom. and back filling with in trenches with excavated suitable materials. Ordinary soil :uo to 3m depth (I)upto 3m depth
Excavation for structures. Earth work in excavation for structureas as per drawing and technical specification Cl;304, including setting out, construction of shoring and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom. and back filling with in trenches with excavated suitable materials. Ordinary soil (I) 3m to 6.00m depth
Plain/reinforced concrete in open foundation complete as per drawing and technical specification including Steel Shuttering form work RCC-M-20 Grade
16.88A. Bored cast in situe M-35 Grade R.C.C.Pile excluding Reinforcement complete as per Drawing and T.S and removal of excavated earth with lead and lifts 1000m in (pile dia 750.00m)
Providing and laying of PCC M-15 levelling course 100 mm thick below pile cape as per drawing and technical specification of MORTH
Cement Concrete for reinforced concrete pile cap complete as per drawing and technical MORTH 100,1500 & 1700.B. RCC Grade M25 using concrete Mixture.
Supplying,fitting and placing TMT bar reinforcement in foundation complete as per drawing and technical specification Clauses 1000 and1202
Sub Structure:-Plain/reinforced concrete in substructure complete as per drawing and technical specification including Steel Shuttering form work I. Height 5.00 to 10.00m RCC-M-25 Grade
Supplying,fitting and placing TMT bar reinforcement in Substructure complete as per drawing and technical specification Clauses 1000 and1202
Super Structure:-Supplying,Fabrication, Fixing in position,launching in position,paintaing etc all complete for structural steel member (Fy 250n/mm2)including splicing welding bolting etc all complete as per drawing and T.S at Section 1900 0f MMORTH & H Specification
Providing and Launching steel Wire cable for cable Suspension Bridge including providing all clamps,Saddle/pully and anchor for back stay as per Drawing and Specification Structure including all quality controll measure complete as per section 1900 of MOST specification.
Hexagonal aluminum wire netting fitted by MS flat bar 60 x 5 fitted with MS angles with welding etc
Approach work:-Costruction of Embankment with soil borrowpits, with a lifts upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of Table-300.1 and 300.2 including all leads as per technical Specification Cluse 301.5 (including land compensation of earth)
Cosntruction of sub grade and earthen Shoulders with apporved soil obtained from borrowpits, with all leads and lift transporting to site , spreading, grading to requirements to table 300.2 (including land compensation fo earth). From Private Land.
Construction of granular sub-base by providing well graded materials of grading-II, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compaction with smoth wheel roller to achive the desired density , complet as per technical Specification Clause 401.
BIMAL SINHA
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