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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC DUHALIA HOUSE NO CITY TOWN PATHARKANDI P O DUHALIA P S PATHARKANDI DISTRICT KARIMGANJ PIN 788724 | KARIMGANJ | ASSAM | 788724 | ₹1.6 Cr | L1 | Accepted-AOC Admitted |
Tender Value
₹1.6 Cr
EMD Value
₹3.2 L
Closing Date
8 Jan 2019, 2:00 pmClosed
E.E Karimganj RR Diviaion
E.E Karimganj RR Diviaion
Construction of road from Tillabari PWD Road to Nurulcheera via Sluich gate Nyadhar Bridge under SOPD (G) for the year 2018-19 P No KXJ_ KRRD_SOPD(G) _18-19_09
2019_PWD_10818_7
KRRD/T-1/SOPD(ODS)/18-19/
Open Tender
Civil Works
Item Rate
120 days
Karimganj
Please refer Tender documents.
6 documents required · 6 mandatory
₹4,750
Empowered Officer ASRB
₹3.2 L
Yes
3 Aug 2020
2 Jan 2019
9 Jan 2019
2 Jan 2019
8 Jan 2019
2 Jan 2019
2 Jan 2019 - 8 Jan 2019
Amount
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.) a) form Private land
Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.)
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.
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) B. By Mechanical Means 2) Grading –III (b) Using Screening Type-B (11.2mm Agg.)
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. Including Edge block/ Edge restraints
Reinforced cement concrete M-15 grade km/ stone local stone of standard design as per IRC-8 fixing in position including painting etc as per drawing and technical specification ii) ordinary kilometer stone ( precast)
Reinforced cement concrete M-15 grade km/ stone local stone of standard design as per IRC-8 fixing in position including painting etc as per drawing and technical specification iii) 200m stone ( precast)
Providing and fixing of typical informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
Construction of unlined surface drains of average cross sectional area 0.40 sqm in ordinary rock to specified lines & grade etc as per approved design & technical specification Clause 307
Providing and laying bolder apron laid in wires creats made with 4mm GI wire conforming to IS 280 & IS 4826 in 100mmx100mm wire mesh (woven diagonally) including 10% extra for lap & joint laid with boulders weighing not less then 40kg each including all lead and lift and carriage
Turfing with Sods :- Furnishing and laying of live sods of perennial turf forming grass on embankment slope verges or other locations as directed by the engineer including preparation of ground fetching os sods and watering as per technical specification clause 309
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