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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.0 LAccepted-AOC | ₹45.0 L | L1 | Accepted-AOC Lowest Rate |
| 2 | L2₹45.0 L+₹1 (<0.01%)Rejected-Finance | ₹45.0 L+₹1 (<0.01%) | L2 | Rejected-Finance High rate |
| 3 | Rejected-Technical | - | - | Rejected-Technical Documents not in order |
Tender Value
₹50.0 L
EMD Value
₹1 L
Closing Date
16 Sept 2024, 2:00 pmClosed
EXECUTIVE ENGINEER CENTRAL GUWAHATI CENTRAL TRRITO
O/O EXECUTIVE ENGINEER CENTRAL GUWAHATI CENTRAL TRRITORIAL ROAD DIVISIONFANCYBAZAR 01
GCTRD/P-II/2024-25/13_Parmenent restoration work for construction of breast wall on Naranarayan Road under SOPD-G for the year 2024-25
2024_PWD_38917_13
GCTRD/1663
Open Tender
Civil Works – Roads
Item Rate
60 days
KAMRUP M
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,500
₹1 L
Yes
O/O EXECUTIVE ENGINEER CGTRD FANCYBAZAR 01
10 Jan 2025
10 Sept 2024
16 Sept 2024
10 Sept 2024
16 Sept 2024
10 Sept 2024
10 Sept 2024 - 16 Sept 2024
10 Sept 2024
Amount
Earthwork in Hill Road I) Excavation in Hilly Areas in Soil by manual means. A) Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1 (Manual means should be use where machines can not be deployed due to site condition)
Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately
Removal of unsuitable soil including excavation, loading and disposal upto 1000m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
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 materials. (I) Ordinary Soil, (A) Manual Means (Depth upto 3 m) (Without de-watering)
Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (A)With crushed Stone, .'PCC Grade M15 Nominal mix 1:2.5:5
Stone masonry work in cement mortar 1:3 in substructure complete as per drawing and technical specification
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, .complete as per drawing and technical specifications.
Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification steel shuttering formwork. (F)R.C.C. Grade M25 (a) Height upto 5m Using concrete Mixer
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. (ii) Sandy materials
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
Granular Sub-base with Well Graded Material (Table 400.1) By Mix in Place Method 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. For Grading II Material
Wet Mix Macadam 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 Mechanical Means with 1 km lead
Cement concrete pavement Construction of un reinforced, dowel jointed at expansion and construction joint only,plain cement concrete pavement, thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M30 grade ,coarse and fine aggregrette conforming to is:383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film,wedges,steel plates including levelling the formwork as per drawing) spreading the concrete with shovels,rakes,compacted using needle,screed and plate vibrator and finished in continuous operation including, provision of contraction and expansion,construction joints,applying debonding strips,primer,sealant,dowelbars,near approaches to bridge/culverts and construction joints,admixture as approved,curingof concrete slabs for 14 days.
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 a provision of spike at the bottom with Micro Prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT& H fixed to the road surface using the adhesive and the procedures recomanded by the manufacturs with three moinths replacement warrenty and free maintainance.
Traffic Signs A) Retro reflectorised Traffic sign: I) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
Painting on Concrete Surfaces Finishing with Deluxe Multi surface Paint system for exteriors using Primer as per manufacturers specifications: Two or more coats applied on walls @1.25 ltr/10 sqm over and including one coat of special primer applied @0.75 ltr/10 sqm.
Painting on Steel Surfaces Finishing with Deluxe Multi surface Paint system for exteriors using Primer as per manufacturers specifications: Painting steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @0.80 ltr/10 sqm of approved brand and manufacture.
RICHCON ENGINEERING COMPANY (BID ID -239579)
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