Water Resources Department-WRD has published Construction Of Check Dam Over Hullung Jore At Mouza- Hullung , Jl No . -46 , Plot No . -1089 , Block-Hura , Dist . -Purulia Under Jalatirtha-V Const . Of Check Dam Over Hullung Jore At Mouza- Hullung , Jl No . -46 , Plot No . -1089 , B. Submission Date for this Tender is 06-02-2021. Check Dam Tenders in Block - Hura, Dist.-Purulia West Bengal. Bidders can get complete Tender details and download the document.
| Name of Work: Const. of Check Dam over Hullung Jore at Mouza- Hullung, JL No.-46, Plot No.-1089, Block-Hura, Dist. -Purulia under Jalatirtha-V | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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. Depth of excavation not exceeding 1,500 mm. | 1094.44 | Cum | |
| 2 | 2 | Dewatering by pump from work site as per direction of the Engineer-in-Chargw (Payment to be made on quantity of water calculated on the basis of initial water level & final water level. No consideration being mead for any water that may have been added through percolation or otherwise) | 6000 | Cum | |
| 3 | 3 | Excavation in ordinary soil / mixed soil i.e. clay mixed with moorun , kankar, pebbles / silt dry or moist / slushy silt / sticky soil for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator of required bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment/ disposal site within all lifts and lead upto 1500 m including spreading , leveliing disposed spoils at disposed area. ( mode of measurement : pre work and post work) | 2975 | Cum | |
| 4 | 4 | Excavation in gravel / moorum / kankar / compact moorum / very much weathered rock / sticky soil mixed with moorum or ghooting for WDS / WHS / RESERVOIR / SFMIS etc with hydraulic excavator of required bucket capacity including cutting and loading in tippers, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and transporting to embankment/ disposal site within all lifts and lead upto 1500 m including spreading , leveliing disposed spoils at disposed area. ( mode of measurement : pre work and post work) | 6902.35 | Cum | |
| 5 | 5 | Ordinary Cement Concrete (mix1:2:4) with garaded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any in ground floor as per relevant IS code. Pakur variety. | 797.43 | Cum | |
| 6 | 6 | Masonry work with rough dressed Stones of size as directed with cement mortar, true to line, level and shape, including dressing and shaping boulders to size as required, curing complete including cost and carriage of all materials complete. \nWith cement-sand mortar 1 : 4. In Road & Jhora Work | 1158.54 | Cum | |
| 7 | 7 | 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)\nSteel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work | 654.78 | Sqm | |
| 8 | 8 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications with Stone/Boulder. | 116.8 | Cum | |
| 9 | 9 | Caulking joints of laterite / stone boulder or Brick pitching with cement mortar 1:4 and flush pointing as per direction of the Engineer-in-charge. | 240 | Sqm | |
| 10 | 10 | 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] With 1:6 cement mortar, 20 mm thick plaster | 650.48 | Sqm | |
| 11 | 11 | Neat cement punning about 1.5 mm thick using Cement 0.152 cu.m per 100 sq.m. in wall, dado, window sill, floor etc. | 650.48 | Sqm | |
| 12 | 12 | Providing weep holes of size 60mm. Dia as per drawing including supply and fitting fixing XPM 15cm. x 15cm. size of mesh 40mm. 12 gauge in proper position including providing 38mm. jhama Khoa filter not less than 0.03 cum. filled up sewed in gunny bags as per direction of Engineer-in charge. | 108 | No. | |
| 13 | 13 | Turfing with chorkata or durba grass sods 5 cm. to 8 cm. thick in slope, crest berm etc. of embankments, canals and drainage channels etc. within a lead of 150 metre and all lifts including fine dressing, watering, ramming, guarding etc. complete. (sods will have to be arranged by the contractor at his own cost. Payment to be made on the grown grass only). | 600 | Sqm | |
| 14 | 14 | Extra rate over item No. 13 above for each additional lead of 75 metre or part thereof beyond the initial lead of 150 metre upto 750 metre. | 480 | Sqm | |
| 15 | 15 | Earth 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)\nWith earth obtained from excavation of foundation | 218.89 | Cum | |
| 16 | 16 | Supplying of 900 mm. dia. (2.50 metre lenth each) R.C.C. spun pipe NP2 and matching collars as per specification including carriage upto a distance of 50 km. from factory, loading, unloading and stacking properly at destination (work site) inclusive of all taxes. | 2 | No. | |
| 17 | 17 | Labour charges for laying, fitting, fixing R.C.Spun pipes with collars (NP2) canal banks, including caulking the joints of collars as and when necessary with jute bitumin / tar & cement mortar 1:3 including preparing subgrade carriage of pipes & collars for 900 mm dia pipe. | 5 | M. | |
| 18 | 18 | Supplying, fitting, fixing Mild Steel draw shutter with Mild Steel plate of thickness as specified by the Engineer-in-charge and other necessary Mild Steel sections for sluice including fabricating the same (as per drawing and instruction given by the Engineerin-charge) excluding cost of Mild Steel guide channel, sill beam, gearing arrangement etc. but including painting with two coats of anticorrosive bituminous paint of approved make & brand over two coat of red lead primer and with necessary masonry work with all materials supply etc. complete at site.\n10 mm thick. | 452.16 | Kg. | |
| 19 | 19 | Supplying, fitting and fixing top runner fabricated by ISMB / ISMC of required size, 2 nos. for each gate of required length and fitting, fixing with required nos. of anchors / lugs by Mild Steel flat bar of required size bifurcated at one end and welded with the other end with top runner and providing with required drilled holes of required dia. for base plate and all other components as required including carriage of all materials to site complete including painting with two coats of anticorrosive bituminous paint of approved make and brand over two coats of red lead primer etc. all complete as per direction of the Engineer-in-charge. | 214.08 | Kg. | |
| 20 | 20 | Supplying / Replacing Gun Metal Bush for screw gearing arrangement required for hanging arrangement of draw shutter and fitting & fixing with the screw gearing arrangement for operating the draw shutter by taking out the old screw gearing arrangement and Gun Metal bush etc. complete as per direction of the Engineer-in-charge. \n50 mm. dia. | 2 | Set | |
| 21 | 21 | Supplying, fitting & fixing in position rubber seal arrangements with musical note harmonic 'J' type for making water tight in both up and down stream of draw shutter as well as flap shutter including guide paths, additional M. S. flats, bolts and nuts for fixing the rubber seal in position including fabrication cost and carriage of all materials to site and complete as per direction of the Engineer-incharge.\nMusical Note, Harmonic Type. 59 mm x 6 mm | 16 | M | |
| 22 | 22 | Supplying / Replacing Gear rod by a new Mild Steel Gear rod, threaded length as required and fitting, fixing in position with screw gearing arrangement for operating the draw shutter including taking out old gear rod by cutting bolts etc. complete as per direction of the Engineer-in-charge.\n50 mm dia. | 6 | M. | |
| 23 | 23 | Supplying, fitting & fixing Cast Iron wheel (after taking out existing one if necessary), rim made of 28 mm. to 36 mm. dia to fit any size of gear rod including carriage to site, painting with two coats of bituminous paint over two coats of red lead primer etc. complete as per direction of the Engineer-in-charge.\n60 cm. dia. Cast Iron wheel | 2 | No. | |
| 24 | 24 | Supplying / Replacing including fitting & fixing at site new Cast Iron guide channel true to the line & level for draw shutters of sluices as per drawing & direction of the Engineer-in-charge with Cast Iron hold fast not more than 1 Metre apart including two coats of anti-corrossive bituminous paint of approved make and brand over two coats of red lead primer. | 246.84 | Kg. | |
| 25 | 25 | Construction of a Sign board of size 1.50 m x 1.20 m made of brick masonary (1:4) cement mortar 125 mm thick inside sourrounding with 250 mm x 250 mm thick out side, foundation depth 0.60 m, with 15 mm thick plaster (1:6). Lettering should be done with approved black paint over yellow background complete as per direction of E-I-C. | 1 | No. | |
| 26 | 26 | Add 12 % GST on Sl. No. 1 to 25 above | 9.18342e+06 | Rs. | |
| 27 | 27 | Add 1 % Labour Welfare Cess on Sl. No. 1 to 26 above | 1.02854e+07 | Rs. |
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