Kolkata Municipal Corporation-KMC has published Improvement Of Roof At Different Levels Of S S Hogg Market And Related Other Ancillary Works .. Submission Date for this Tender is 01-06-2021. Shed Construction Tenders in S S HOGG MARKET West Bengal. Bidders can get complete Tender details and download the document.
| Name of Work: IMPROVEMENT OF ROOF AT DIFFERENT LEVELS OF S S HOGG MARKET AND RELATED OTHER ANCILLARY WORKS. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | BUILDING WORKS (E) ROOFING, SHEET WALLING &WATERPROOF TREATMENT . C. REPAIR & REHABILITATION FOR WATERPROOFING 1. Taking out old damaged tarfelt from the roof, parapet etc. preparing the roof surfaces by removing all spoils, blisters,moss etc. from the working site and disposal of the same beyond the compound and cleaning the site in all respect as per direction of Engineer-in-Charge. All floor | 3098.2 | SQM | |
| 2 | 2 | BUILDING WORKS (B) DISMANTLING, CUTTING CHASE, HOLES ETC 5. Dismantling carefully terraced floor only (including floor finish if any) or lime terracing in ground floor roof and removing rubbish as directed within a lead of 75 m. (a) In Ground Floor including roof. | 77.455 | M3 | |
| 3 | 3 | BUILDING WORKS(D) Flooring..A. ORIGINAL WORKS..(6)Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement).Using grey cement.(ii) 25 mm. thick.(Add extra @1.5% for each addl. floor upto 4th floor and @1.75% for each additional floor above 4th floor for item No.5 and 6 of subhead A). | 1636.4 | SQM | |
| 4 | 4 | SECTION 1. ------------BUILDING WORKS (I) PLASTERING, POINTING ETC. A. ORIGINAL WORKS 1.Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] i) With 1:6 cement mortar (a) 25 mm thick plaster | 1461.8 | SQM | |
| 5 | 5 | BUILDING WORKS (E) ROOFING, SHEET WALLING &WATERPROOF TREATMENT . B. WATERPROOF TREATMENT 4. Supplying & laying 3mm thick pre-fabricated plastomeric water proofing membrane conforming to EN 12311-1 & ASTMD 5147, manufactured with atactic poly propylene (APP) modified premium grade asphalt , specially reinforced with non-woven polyester core with polyester reinforcement @160 gms per sqm & both faces covered with thermo-fusible polyethylene film /MineraL on top face over a coat of primer @ 0.40 lit/sqm of manufacturer's specification on | 3098.2 | SQM | |
| 6 | 6 | SECTION 1. ------------BUILDING WORKS (I) PLASTERING, POINTING ETC.B. MISCELLANEOUS ITEMS 4.Making V-groove line ( 12 mm wide,12 mm deep) in plastered surface. | 6.6934 | MTR | |
| 7 | 7 | BUILDING WORKS(M) DRAIN, DOWN PIPES, CHIMNEY ETC?.(C). ADDITIONAL RATE?(21)Supplying, 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:(ii) 110 mm. Dia. | 130.5 | MTR | |
| 8 | 8 | BUILDING WORKS (B) DISMANTLING, CUTTING CHASE, HOLES ETC 13. Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge | 236.405 | M3 | |
| 9 | 100 | Estimated amount | |||
| 10 | 101 | Add: 6%SGST | 1 | LS | |
| 11 | 102 | Add: 6%CGST | 1 | LS | |
| 12 | 103 | 1% LWC | 1 | LS |
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