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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹14.8 CrAccepted-AOC | ₹14.8 Cr | 1 | Accepted-AOC Qualified |
Tender Value
₹14.8 Cr
EMD Value
₹29.6 L
Closing Date
7 Feb 2020, 2:00 pmClosed
Chief Engineer, PWD(Roads), Assam
O/o the Chief Engineer, PWD(Roads), Assam
Constn of dr., improvement of 1) Navoday Path , 2) Hem Baruah Path 3) Puberun Path 4) Prantik Path, 5) Mathura Dwaraka Nagar Road under SOPD (G) for the year 2019-20.
2020_PWD_16033_1
CE/CW/33 /2019-20/8(Re-Bid Dwarka Nagar Path)
Open Tender
Civil Works – Roads
365 days
Guwahati
Please refer Tender documents.
5 documents required · 5 mandatory
₹10,000
Yes
Empowered Officer, ASRB
₹29.6 L
Yes
19 Jun 2020
29 Jan 2020
10 Feb 2020
29 Jan 2020
7 Feb 2020
29 Jan 2020
29 Jan 2020 - 7 Feb 2020
Amount
CleaningDesilting of roadside Drains/ Cross culvert by mechanical means with adequate road safety measures by providing caution board /safety ribbons/ proper lighting if necessary etc, without damaging the foot path slab and road surface etc, including immediate disposal of semi solid silt /garbage etc. upto a lead of 10 km from the site as directed and keeping to the road surface / foot path etc. Cleaned as directed by the Deptt.
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserserviceable material and stacking the serviceable materialwith all lift and lead of 1000metres) (c ) Prestressed/ Reinforced cement concrete grade M-20 & above
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserserviceable material and stacking the serviceable materialwith all lift and lead of 1000metres), Rubble stone masonry in cement mortar
Earth work in excavation for foundation of structures as per drawing and technical specifications. Including setting out . Construction of shoring and brching removal of stumps and other deleterious matter.dressing of sides and bottom and back filling with approved material 1. Ordinary soil A . Mechanical Means
Carriage of materials including loading and unloading from work site upto 10 km distance
Construction of Dry flooring and cross drainage work for relatively less important works
Plain Cement Concrete 1:3:6 nominal mix in foundation withncrushed stone aggregate 40 mm nominal size mechanically mixed place in foundation and complete as per drawing and technical specification
Plain Reinforced Cement Concrete in substructure complete as per drawing and technical specification. RCC Grade M20
Supplying fitting and placing uncoated TMT reinforcement in sub structure complete as per drawing and technical specification
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/ return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing force . Complete as per drawing and technical s
Sand filling in foundation trenches as per drawing & specification
Steel work welded in built up sections, framed work including cutting, hoisting and fixing in positions and applying priming coat of red lead paint including drilling holes, supplying, fitting and fixing with bolts & nuts or welding, if necessary as directed.
Supplying fitting and placing uncoated TMT reinforcement in sub structure complete as per drawing and technical specification
Removal of unserviceable soil including excavation , loading and disposal up to 1000.00m lead but excluding replacement of suitable soil which shall be paid separately
Earth work in excavation for foundation of structures as per drawing and technical specifications. Including setting out . Construction of shoring and brching removal of stumps and other deleterious matter.dressing of sides and bottom and back filling with approved material 1. Ordinary soil A . Mechanical Means
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) (including compensation of earth) (a) (Including cost of testing of materials at site and laboratory as directed by the deptt.)
Construction of granular sub-base providing close graded material, spreading in uniform layers with motor grade on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achive the desired density, complete as per Clause 401. (with an initial lead of 5Km) For Grading I Material
Providing, laying, spreading and compacting stoneaggregate of specified sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3-wheels steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screemning/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density(with an initial lead of 5 km) (i) Hand broken metal from blasted boulder Gr.II Metal
Providing, laying, spreading and compacting stoneaggregate of specified sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3-wheels steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screemning/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density(with an initial lead of 5 km) (i) Hand broken metal from blasted boulder Gr.III Metal
Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658 -2006 including all lead and lift complete as per technical specification and as directed.
Dismaniling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.2 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable materials and unserviceable materials separately
Scarifying existing bituminous surface to a depth of 50 mm by mechanical means ( Scarifying the existing bituminous road surface to adepth of 50 mm disposal of scarified material with in all lifts and lead upto 1000 metres.)
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