4.MISCELLANEOUS ITEMS



 

CHAPTER 4

MISCELLANEOUS ITEMS

Sl. Description of Item Unit Rate (`)
 
No. Zone I Zone II Zone III Zone IV
      Dist.: Dist.: Dist.: Dist.: N 24
Jalpaiguri, Coochbehar Alipurduar, Plains of Siliguri Sub-Division Murshidabad, Malda, Dakshin Dinajpur, Uttar Dinajpur, Nadia Purba Burdwan, Paschim Burdwan Birbhum, Bankura, Purulia Parganas, S 24 Parganas, Kolkata, Hooghly, Howrah, Jhargram, Purba & Paschim Medinipur
4.01 Bailing out water by pump including all leads and lifts and including making all arrangements for disposal, where continuous flow or seepage of water is encountered and rating of pumps and hours of operation is specifically ascertained as per direction of the Engineer-in-charge. HP-Hr 23 23 23 23
4.02 Supply at site including handling, stacking etc. of steel wire rope 16 mm dia. & 6/36 construction fibre main core conforming to IS : 2266/2002. Metre 288 286 286 286
4.03 Providing Stone Column in position of required diameter up to desired depth below ground level / existing bed level in all kinds of soil (excluding rock) by making bore holes by Direct Mud Circulation (DMC) Method and filling the holes up to required depth with stone materials and coarse sand of required proportion in layers of 500 mm compacted by 1.5 MT rammer falling from height of 1.5 metre with at least 20 blows or as per drawing and direction of the Engineer-in-Charge including cost of mobilization and demobilization of necessary equipments, disposal  of excess excavated materials / slurry beyond 300 metre from the edge of foundation trench or as directed, hire charges of all machineries and accessories, labourers, cost and carriage of all materials etc. complete.          
(a) 400 mm Diametre Metre 480 470 480 480
(b) 500 mm Diametre Metre 595 584 595 595
(c) 600 mm Diametre Metre 719 705 719 719
Note : Construction wing has to add cost of sand and cost & carriage of Stone Materials as required to arrive at the complete rate.          
4.04 Application of layer of 1.5mm thick bitumen (VG-10) @ 5 kgs / 10 sqm. Hot bitumen applied including costs of materials, carriage etc. all complete. Sqm 7 6 7 7
4.05 Filling of joints in concrete lining blocks, expansion joints of structure etc. with bituminous compound (VG 10 @ 0.693 MT / Cum) and sand in proportion 75:25 for filling the joints properly as per instruction of the Engineer-in-charge with hot sand and bituminous compound including cost of supply and carriage of all materials to site as per direction of the Engineer-in-charge. Cum 2882 2609 2882 2882
Note : Construction wing has to add cost & carriage of 0.693 MT VG-10 Bitumen and cost of 0.250 Cum Coarse Sand to arrive at the complete rate.
4.06 Best Seasoned wood work in shutters, posts, plates, rafters, battens, trusses, beams, purlins, bargas, wheel-guards, running boards, frames etc. including supplying at site, handling, hoisting, fitting & fixing in position excludin g the cost of bolt and nuts  only but including the cost of nails and screws with cost and carriage of all materials complete as per the direction of the Engineer-in-charge. (The quantum should be corrected upto 3  (a) Sal wood Cum 93148 92782 93148 93148
(b) Hard Wood (Mahua / Arjun / Tentul etc or similar quality hard wood as approved by the Engineer-in-charge) Cum 49099 48733 49099 49099
4.07 Labour charges for old or new wood work including hoisting, fitting & fixing including supplying new nails and screws wherever necessary etc. complete as per the direction of the Engineer-in-charge. (The quantum should be corrected upto 3 decimels) Cum 6426 5815 6426 6426
4.08 Labour charges for taking out old wood work including cutting bolts and nuts and stacking within a lead of 100 metre etc. complete as per the direction of the Engineer-in-charge. (The quantum should be corrected upto 3 decimels) Cum 2725 2467 2725 2725
4.09 Supplying at site and fitting & fixing Mild Steel long nuts & bolts etc. complete as per the direction of the Engineer-in-charge. Kg 76 75 76 76
4.1 Supply and carriage to site and fixing in position of copper strip 16S.W.G. 375 mm to 400 mm wide in construction and expansion joints with 10 mm dia anchor brass bars, 600 mm long hooked at one end and brazed with copper strip at the other end, at 400 mm interval on both sides of the strips as per drawing and specification including welding or brazing, bending to required shape connection to other structural members, including labour charges etc. complete as per direction of the Engineer-in-charge. Metre 10373 10363 10373 10373
4.11 Supplying and laying inverted filter in canal bed, canal slope, weep holes, block pitching etc. as per drawing including preparation of Sub- grade etc. complete as per direction of the Engineer-in-charge. Cum 180 163 180 180
4.12 Driving M S sheet piles of any kind of approved type and size conforming to I.S. code in all kinds of soil/ soil mixed with gravel, shingle & pebbles, by vibro-sinker including handling, cutting to requisite size, drilling holes, hoisting in position, welding, fabrication of sets of tapper piles, corner piles etc. with clutch bars as may be required including staging, scaffolding and hire charges of driving machinery and equipments, scraping and cleaning piles, painting the surface with one coat of surface primer of approved make and brand and two coats of ready mixed oil bound paint (except red lead and black japan) etc. including all cost of labours, supply and carriage of equipmemnts to site (by any mean) as per drawing and direction of the Engineer-in-charge but excluding the cost of sheet piles. NB:- Measurement of area underground to be taken i.e. straight length of pile multiplied by driven length). Sqm 1379 1357 1379 1458
4.13 Driving M.S. sheet piles of any kind of approved type and size conforming to IS code in all kinds of soil/ soil mixed with gravel, shingle & pebbles, by monkey hammer including handling, cutting to requisite size, drilling holes, hoisting in position, welding, fabrication of sets of tapper piles, corner piles etc. with clutch bars as may be required including staging, scaffolding and hire charges of driving machinery and equiepments, craping and cleaning piles, painting the sufrace with one coat of surface primer of approved make and brand and two coats of ready mixed oil bound paint (except red lead and black japan) etc including all cost of labours, supply and carriage of equipments to site (by any mean) as per drawing and direction of EIC but excluding the cost of sheet piles. N.B. Measurement of area underground to be taken i.e. straight length of pile multiplied by driven length. Sqm 1333 1250 1333 1333
4.14 Extraction of driven sheet piles carefully by chain pulley block and rope drum or equivalent arrangement, stacking at site at a suitable location witin a lead of 100 metre from the site of work as per direction of the Engineer-in-charge. Sqm 883 815 883 883
             
             
             

 

  NOTE:
? The above rates are exclusive of G.S.T and Labour Welfare Cess.
? Construction Wing should add G.S.T., as applicable, as  per  Goods and Service Tax Act, 2017 to derive the cost.
? Construction Wing should add Labour Welfare Cess ( in terms of
Clause 3 of Construction Labour Welfare Cess Rules, 1998) @ 1% to derive the final cost.
   
   
   

****