Urban Local Bodies has published Construction Of Medium Duty Rcc Box Culvert From The H / O Kartick Saha To The H / O Soma Mukherjee Within The Ward No-05 Under Bolpur Municipality.. Submission Date for this Tender is 10-11-2023. Culvert Tenders in bolpur West Bengal. Bidders can get complete Tender details and download the document.
Sl. No. | Item Description |
1 | Dismantling R.C. floor, roof, beams etc. including cutting rods and removing rubbish as directed within a lead of 75 m. including stacking of steel bars. (a) In ground floor including roof. |
2 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. (a) In ground floor including roof. |
3 | Dismantling all types of plain cement concrete works, stacking serviceale materials at site and removing rubbish as directed within lead of 75 m. In ground floor including roof. (a) Upto 150 mm thick. |
4 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches,levelling, dressing and ramming the bottom,bailing out water as required complete.(a) Depth of excavation not exceeding 1,500 mm. |
5 | (A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made onmeasurement of finished quantity).(B) Do - by fine sand |
6 | Single Brick Flat Soling of picked Jhama Brick including ramming and dressing bed to proper level and filling joints with powder earth or local sand. |
7 | 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.(i) Pakur Variety |
8 | Hire 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).(f) 25 mm to 30 mm shuttering without staging in foundation |
9 | (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-in-chrge. |
10 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders 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 wire at every intersection, complete as per drawing and direction. (a) For works in foundation, basement and upto roof of ground floor/upto 4 m. (ii) JSW/JSPL/SHYAM/SRMB/ |
11 | 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 |
12 | Bailing or pumping out water from foundation trenches (Payment, if permitted, will be made on the quantity of water calculated on the basis of initial and final water calculated on the basis of initial and final water level measured before starting and completion of each days work which necessitates a bailing / pumping of water from the trench. The final level of water to be measured, will depend on the level at which the day"s work will be taken up. The rate includes any seepage water that may percolate in the trench during pumping) |
13 | Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge). (b) For additional depth beyond 1.5 m. and upto 3.00 m |
14 | Earth work for removing semi liquid mud or slushy earth by iron pans, buckets etc |
15 | Clearing compound premises of shurbs, plants, jungles etc. by cutting and removing as directed (Specific permission of Engineer-in-Charge prior to execution will be necessary). (Payment to be made on area cleared) |
16 | ADD 18 % GST |
17 | ADD 1% CESS |
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