Construction Of Concrete High Drain From Nomani Thak To Chhayar Ali Haouse
Tender Value
24.75 Lakhs
Estimated cost
Bid Submission
27 Jun 2022
0 days left
EMD
49510
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kulpi → West Bengal
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Concrete High Drain From Nomani Thak To Chhayar Ali Haouse
BOQ
| Sl. No. | Item Description |
| 1 | Drainage Work |
| 2 | Excavation for StructuresEarth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and back filling with approved material complete as per direction of the Engineer-in-Charge .I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.a) upto 3 m depth(i) With pumping out water including shoring as required. |
| 3 | Earthwork in filling in foundation trenches with good earth in layers not exceeding 15cm. including watering and ramming layer by layer complete with earth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m. |
| 4 | Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer completeincluding supply of sand. Quality of sand is to beapproved by the Engineer-in-charge. |
| 5 | Supplying & /Labour for laying soiling with departmental bricks including carriage of departmental bricks within a lead of 150 metres preparation of bed as necessary with brick joints roperly filled in and packed with local sand or powdered earth and including necessary cushion of similar materials below the soling (and in between layers when more than one layer is used)a) Single brick flat soling (thickness 75 mm)a) [With New Bricks ] As per Analysis |
| 6 | P- 264 / 6.02 Construction of un-reinforced, dowel jointed, plaincement concrete pavement over a prepared subbase with cement content as per IRC: 15-2011,coarse and fine aggregate conforming to IS 383,maximum size of coarse aggregate not exceeding25 mm, mixed in a batch mix plant as per approvedmix design (as per IRC:44 2008), transported to site,laid with a fixed form or slip form paver, spread,compacted and finished in a continuous operationincluding provision of contraction, expansion,construction and longitudinal joints, joint filler,separation membrane, sealant primer, jointpolysulphide sealant, debonding strip, dowel bar, tierod, admixtures as approved, curing compound,finishing to lines and grades as per drawing andclause 602 of Specifications for Road & Bridge Worksof MoRT&H (5th Revision).a) 1:2:4 Proportion |
| 7 | b) 1:1.5:3 Proportion |
| 8 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.(b) Where staging is not required. |
| 9 | Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge. |
| 10 | Plaster (to wall, floor, cellingetc)withsand andcement mortarincludingrounding off or chamferingConrners asdirectedand raking outjointsincludingthroating, nosing and dripdourse, scffolding/staging where necessary (gorund floor) (excluding cost ofchippingoverconcretesurface)(i) With 1:6 cement mortar (b)20 mm thick plaster, inside |
| 11 | Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 12 | Add 12% GST |
| 13 | Add 1% L&W cess |
AI Tender Summary
Tender Timeline
Jun 21, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJun 27, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 29, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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