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Tender For Protective Measures Of Left Bank Road Adjacent To Spillway Radial Gate-1 Up To Cisf Exit Post At Tld-Iii Ps, rambi-West Bengal

National Hydroelectric Power Corporation Limited has published Tender For Protective Measures Of Left Bank Road Adjacent To Spillway Radial Gate-1 Up To Cisf Exit Post At Tld-Iii Ps. Submission Date for this Tender is 29-04-2024. Dam Gate Tenders in rambi West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

43140514
Tender For Protective Measures Of Left Bank Road Adjacent To Spillway Radial Gate-1 Up To Cisf Exit Post At Tld-Iii Ps
Open Tender
Indian
West Bengal
rambi
29-04-2024

Tender Details

Protective Measures Of Left Bank Road Adjacent To Spillway Radial Gate-1 Up To Cisf Exit Post At Tld-Iii Ps

Key Value

Document Fees
INR 1180 /-
EMD
INR 152000.0 /-
Tender Value
INR 75.93 Lakhs /-

BOQ Items

Name of Work: Protective measures of left bank road adjacent to spillway radial gate-1 up to CISF exit post at TLD-III PS
Sl. No. Item Description
1Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. (b) River bazree
2Excavation 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, upto 3 m depth, (i) With pumping out water including shoring as required.
3Plum concrete work with 40 % cement concrete with 30 mm down graded stone metal and 60 % stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any. (i) (1:3:6) proportion
4Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including 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
5Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. (A) Floor With Sand Cement Mortar (1:4) 20 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m, (b) Area of each tile above 0.09 Sq.m (i) Coloured decorative
6Supplying, fitting and fixing Stainless Steel railing consist of 38mm dia and 900mm height vertical balustrade at every two alternative steps, 50mm dia top rail, 3 (three) nos 19mm dia horizontal Strainless steel pipe and base/cover plate with Strainless Steel GRADE 304 containing 7.5% nickle (Interior Grade) Brushed/Mat finish, complete as per direction of the Engineer-in-charge. Weight of Strainless Steel railing per metre 6.5 Kg (approx)
7Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete.A) UPVC Pipes: (i)75 mm. Dia.
8Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (b) With earth obtained by fresh excavation (including cost of excavation upto 1,800 mm. depth) from land arranged by the Deptt. within a lead of 100 m.
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