Tender For Maintenance Of Pnc3 Canal And Allied Works In Between Ch. 55 Ch.65 Within Sarai Tinna G.Pin P.S And Block-Pandua, Dist. Hooghly
Tender Value
2.91 Lakhs
Estimated cost
Bid Submission
07 Apr 2025
0 days left
EMD
5826
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
pandua → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Maintenance Of Pnc3 Canal And Allied Works In Between Ch. 55 Ch.65 Within Sarai Tinna G.Pin P.S And Block-Pandua, Dist. Hooghly
BOQ
| Sl. No. | Item Description |
| 1 | Guniting concrete surface with cement mortar (25 mm nominal thick) applied with compressor after cleaning surface and spraying with epoxy complete as per Technical specification |
| 2 | Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy |
| 3 | Replacement of damaged Concrete Railing |
| 4 | Cleaning the exposed corroded Reinforcement as well as worn out concrete by sand blasting with air compressor including all materials, hire charges of machineries and labour etc. all complete as per technical specification and direction of theEngineer-in-Charge. |
| 5 | Providing anti-corrosive protective coating to inhibit the corrosion to HYSD reinforcements including twocoats of anti-corrosive coatings of consumption as per manufacturer\"s specification, cleaning etc. complete as per the direction of the Engineer-inCharge |
| 6 | Excavation for Structures Earth 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 backfilling 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 (iv) Without pumping out water and shoring |
| 7 | 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 complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge |
| 8 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. a) Pakur Variety i)Ground Floor |
| 9 | Hire and labour charges for shuttering with centering and necessary staging…….. fitting, fixing and striking out after completion of works (upto roof of ground floor) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge |
| 10 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including…. concrete surface](ii) With 1:4 cement mortar(b) 15 mm thick plaster |
| 11 | Supplying Jhaw / Eucalyptus bullah piles at work site, including dressing and making one end pointed.(i) 10 cm av. Diameter |
| 12 | Labour for driving Jhaw / Eucalyptus bullah piles by monkey in all sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles. I) 10.00 Cm av dia |
| 13 | Supplying, fitting and fixing with iron nails half split bullah wailing pieces and cross pieces etc. complete with cost of all materials and carriage to site.(a) Width of thinner end above 10 cm. And less than 15 cm.(i) Jhaw / Eucalyptus |
| 14 | Supplying fitting, fixing Darma mat in flowing or stagnantwater or in dry areas with 16 SWG GI wire as per direction of the Engineerr-in-charge.Where boats are not necessarry |
| 15 | Earthwork from borrow pits over existing embankment or for repairs to embankment, closing breaches etc. within an initial lead of 30 metre and lift of 1.50 metre including breaking clods and depositing the same in layers not exceeding 25 cm. and rough dressing etc. complete as per profile. |
AI Tender Summary
Tender Timeline
Mar 28, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedApr 07, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 08, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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