Public Health Engineering Department-PHED has published Construction Of Steel Truss Bridge For Crossing Of Distribution Pipe Line Over Canal At Tushkhali W/S Scheme, Sandeshkhali-Ii Block Under Hasnabad Sub-Division, Phe Dte.. Submission Date for this Tender is 21-02-2024. Bridge Work Tenders in hasnabad 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 drains in all sorts of soil (including mix soil but excluding laterite or sand stone) including removing, spreading or stacking the soils within a lead of 75 m. as directed. The item includes necessary ramming the sides of trenches, levelling, dressing and ramming the bottom, boiling out water etc, as required complete. |
| 2 | a) Depth of exacavation not exceeding 1500 mm. |
| 3 | Earth work in filling in foundation trenches or plinth with good earth in layers not exeeding 150mm including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurment to finished quality work) |
| 4 | a) With earth obtained from excavation of foundation. |
| 5 | Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by through saturation with water ramming complete including the cost of supply of sand. (Payment to be made on the basis of measurment to finished quality work) |
| 6 | Single brick flat soiling of picked jhama breaks including ramming & dressing bed to proper level & filling joints with local sand. |
| 7 | Ordinary 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. -- Pakur Variety |
| 8 | Ordinery cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement any, in ground floor as per relevant IS codes.-- Pakur Variety |
| 9 | 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) |
| 10 | (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-ln-Charge. |
| 11 | 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. |
| 12 | (a) For works in foundation, basement and upto roof of ground floor/upto 4 m --Tor steel/Mild SteelII) JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL |
| 13 | Plaster (to wall, floor, ceiling etc.) with sand and cement morter including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scafolding/staging where necessary (ground floor). [Excluding cost of chipping over concrete surface] |
| 14 | With 4:1 cement morter.--- (a) 15 mm. thick plaster |
| 15 | Neat cement punning about 1.5 mm. thick in wall, dado, window, sills floor, drains etc. |
| 16 | Priming one coat on steel or other metal surface with synthetic oilbound primer of approved quality including smoothening surfaces by sand papering etc. |
| 17 | Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary |
| 18 | With super gloss (hi-gloss) -Two coats (with any shade except white) |
| 19 | M.S. structural works in roof trusses with tubular section sconforming to IS: 806-1968 & IS: 1161- 1998 cnnected to oneanother with bracket, gusset cleats as per design, direction of Engineer-in-charge complete including cutting to requisite size,fabrication with necessary metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brandconforming to IS:814- 2004, haulage, hoisting and erection allcomplete.The rate includes the cost of rolled steel section, consumables suchas electrodes, gas and hire charge of all tools and plants and labourreqired for the work including all incidental chages such aselectricity charges, labour insurance charges etc. ------ Payment to be made on the basis of calculated weight of structural tubular memebrs as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a height of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof. ---- ) for trusses spanning above 20.00 m and up to 30 .00m |
| 20 | Add : Riverine (@ 22.5%) (except IT-1,2,3) |
| 21 | Add : GST (@ 18%) |
| 22 | Add : Cess (@ 1%) |
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