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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.8 CrAccepted-AOC | ₹1.8 Cr | 1 | Accepted-AOC L1 |
| 2 | 2₹2.0 Cr+₹19.7 L (11.1%)Rejected-Finance | ₹2.0 Cr+₹19.7 L (11.1%) | 2 | Rejected-Finance not qualified |
Tender Value
₹2.0 Cr
EMD Value
₹3.9 L
Closing Date
24 Jan 2020, 2:00 pmClosed
Chief Engineer, PWD Roads, Assam
O/o the Chief Engineer, PWD Roads, Assam
Reconstruction of Rajakhat Barsimla Road under SOPD(G)-FDR for the year 2019-20.
2020_PWD_15854_1
CE/Commn/31/19-20/5_Rajakhat
Open Tender
Civil Works – Roads
Item Rate
270 days
Barpeta
Please refer Tender documents.
5 documents required · 5 mandatory
₹5,900
Yes
Empowered Officer, Assam State Road Board
₹3.9 L
Yes
5 Aug 2020
11 Jan 2020
24 Jan 2020
11 Jan 2020
24 Jan 2020
11 Jan 2020
11 Jan 2020 - 24 Jan 2020
Amount
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Manual means
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of .7-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect.
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. ordinary soil i) up to 3 m depth
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A. with crushed stone (PCC Grade M 10) Natural gravel
Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering, as per drawing and technical specifications 600,1202,1203
Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
Providing and laying dry rubble Flooring complete as per drawing and Technical specifications clause 1303.3
M/s K.C Enterprise
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