Zilla Parishad-ZP has published Construction Of Cycle Stand With Rental House For Shop At Korongahat. Submission Date for this Tender is 20-02-2024. Shed Construction Tenders in 24 Paraganas South West Bengal. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Earth work in excavation of foundation trenches or drain In all sorts of soil (including mixed soil but excluding literate Or sandstone) including removing, spreading or stacking The spoils within a lend of 75 m as directed etc. (a) Depth of excavation not exceeding 1500 mm. |
| 2 | Filing in foundation or plinth by silver sand In layer nor exceeding 150 mm as directed And consolidating the same by through Saturation with water, ramming complete Including the cost of supply of sand . |
| 3 | Earthwork in filling in foundation renches or plinth with good earth inlayer not exceeding 150 mm including watering and ramming etc. layer by layer complete (a) With earth obtaining from excavation of foundation |
| 4 | (b) With earth obtained by fresh excavation from land arranged by the depth within a lead of 100 m |
| 5 | Single Brick flat soling with picked jhama bricks including ramming and dressing bed to prepare level and filling joints with local sand |
| 6 | Cement concrete with graded jhama khoa (300 mm size) excluding shuttering in ground floor and foundation (a) (1:3:6) Proportion |
| 7 | Hire and labour charges for shuttering with. Centering and necessary sraging up to 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 30mm thick wooden shtuttering as per decision and direction of E.I.C. |
| 8 | Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, (i) pakur Variety |
| 9 | Reinforcement for reinforced concrete work in all sorts of structure including distribution bars stirrups binder etc. initial straightening and removal of loose rust (if necessary) cutting to requisite length hooking and bending to correct shape placing in proper position and binding with 16 gauge black annealed wore at every intersection etc. (a) For work in foundation and upto roof of ground floor/upto 4 m (i) Tor Steel (ii) Other then SAIL/TATA/RINL |
| 10 | Brick work with 1st Class bricks in cement morter (1:6) |
| 11 | Supplying fiting and fixing steel rolling shutte profile type with 18 BG of approved type steel latche section 75 mm wide fitted with coil wire spring to necessary th fitting of required nos of GI pully on heavy type solid drawn seamless steel tube complete with locking arrangements both inside and outside specially etc. |
| 12 | Determination of Aggregate impact value as per IS 2386 (Part - IV) |
| 13 | Grading by Sleve analyisi as per IS 2386 (Part - II) |
| 14 | fineness by dry sleving as per IS 4031 (Part - I ) |
| 15 | Compressive strenght Test of concrete specimen as per IS 516 |
| 16 | Construction ofnecessary Display Board including Setting of marble tiles with necessary lettering etc. to Display the schematic Details, as per instruction of IC. With 8 copies of Photo Pre Work, At the time of Work in progress and Post Work with thermocol at Construction joint |
| 17 | Add 9% for CGST |
| 18 | Add 9% for SGST |
| 19 | Add 1% for Cess |
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