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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-AOC | ₹1.9 Cr | L1 | Accepted-AOC Contract awarded |
| 2 | L2₹1.9 Cr+₹1,920.27 (0.01%)Rejected-AOC | ₹1.9 Cr+₹1,920.27 (0.01%) | L2 | Rejected-AOC Contract not awarded |
Tender Value
₹1.9 Cr
EMD Value
₹3.8 L
Closing Date
18 May 2020, 12:00 pmClosed
Superintending Engineer, PWD (R), ARIASP Circle
Bamunimaidam, Guwahati
Re-construction of Narakasur High School Road connecting to Narakasur Turning, Kahilipara (Ch. from 0.00m to 1020.00m) under SOPD(G) for the year 2019-20, East Guwahati LAC.
2020_PWD_17494_1
CS/EGTRD/SOPD/2019-20/722
Open Tender
Civil Works
Works
540 days
Kamrup
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,683
Empowered officer, Assam State Road Board
₹3.8 L
18 Dec 2020
13 May 2020
19 May 2020
13 May 2020
18 May 2020
13 May 2020
13 May 2020 - 18 May 2020
Amount
Construction of granular sub-base by providing cloase 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 vibratory roller to achieve the desired density, complete as per cl. 401( with an initial lead of 5 Km.)
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. ) WBM-III
Providing and laying interlocking concrete block pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per. (a) 80mm thick interlocking precast block having compressive strength 40N/sq.mm.
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M30 grade coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed with Recron 3S fibre of RelianceIndustries Ltd. or its equivalent @ 0.125 Kg. per bag of cement mixed in a batching and mixing plant as per approved mixed design, transported to the site, laid with a fixed form or slip form paver, spread , compacted and finished in a continuous operation includuing provision of contraction, expansion, construction and longitudinal joints, joint filler, seperation membrane, sealent primer, sealent joint , debonding strips dowel bar, tie rod, admixured as approved, curing compopund, finishing to lines and grades as per drawing.
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specifications
Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surfac using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance
Providing ‘Sparkle Solar Road Studs, manufactured by Tata B.P. Solar India Ltd. Of size (125mmx125mm), 90mm height (from bottom of shank to the top of stud) with detachablebattery, m6LEDsthree on each side for Bi-directional studs/3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance fro one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician).
Applying one self-priming coat of Unicem "Shakti" brand of required shade over freshly plastered wall surface after throughly brooming the surfaces free from mortar droppings and other foreign matter and including preparing the surface even and sand papered smooth as specified and directed by the department.
Finishing wall with two coats of acrylic emulsion exterior coatings of Unicem "Rakshak" brand of required shade by thinning 1ltr. of paint with 750ml of water to give an even shade after throughly brooming the surfaces to remove all dirt and remains of loose powdered materials as specified and directed by the department.
RCC Load Bearing Drain : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material
Construcytion of dry rubbl flooring at cross drainage works for relatively less important works.
Plain cement concrete 1:3:6 nominalmix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days
Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications. TMT IS 1786 (Fe-500) Secondary Producer.
Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. RCC Grade M-20
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 sp
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
Stone Masonry Open Drain: Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material
Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.
Construcytion of dry rubbl flooring at cross drainage works for relatively less important works.
Plain cement concrete 1:3:6 nominalmix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
Loading and unloading by Manual Means. B) Stone Agreegates
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 sp
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
Cross Culvert : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material
Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.
Construcytion of dry rubbl flooring at cross drainage works for relatively less important works.
Plain cement concrete 1:3:6 nominalmix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications. TMT IS 1786 (Fe-500) Secondary Producer.
Plain/Reinforcedcement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork. RCC Grade M-25
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 sp
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
Providing fitting and fixing of MS Cattle Traps as per type and design.
North East Contractors Pvt. Ltd.
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