|
| 1 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. upto 3 m depth.Withoutpumping outwater and shoring. |
| 2 | Supplying and laying polythene sheet (150 gm/sqm ) over damp proof course or below flooring or roof terracing or in foundation trenches. |
| 3 | 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. |
| 4 | Making filter with well graded 40 mm down ballasts and laying uniformly behind weep holes, below pitching on bed, side slopes including supply and carriage of all materials to site including preparing bed with earthwork up to 30 cm depth, where necessary and compacting with wooden malllet after laying to achieve designed section as per direction of the Engineer- in - Charge (measurementswill beon finishedwork /in stack after deducting necessary void) 1st class brick ballast. |
| 5 | Labour charges for collecting or taking out displaced cement concrete or brick blocks of all sizes from slope, bed or apron and relaying the same in canal bed or slopes including clearing, dressing, ramming and preparing bed with necessary earthwork complete within a lead of 200 metre and all lifts complete. |
| 6 | Providing and laying pre-cast brick block pitching of required size (53 Cm. x 53 Cm, x 25 Cm. or as directed by the Engineer-in-charge ) with 1st class kiln burnt bricks in cement mortar including flush pointing on all faces except exposed face which to be plastered with 19 m.m. thick cement plaster , curing, dressing, ramming & preparing subgrade in slopes & bed complete with necessary earth work not exceeding 300 mm in depth with all leads & lifts including cost of all materials/ blocks up to site by all means of transport. The gap between adjacent blocks will not be more than 10 m.m.(Sand, cement mortar mix for making blocks, pointing & plastering is1:4). |
| 7 | Supplying, fitting and fixing of Mild Steel Guide Channel with necessary Mild Steel lugs of required length and size by making hole into wall and fixing with necessary masonry work with maintaining proper line and level as directed by the Engineer-in- charge. This item includes two coats of anti-corrosive bituminous paint over two coats of red lead primer. Payment will be made on actual length of Guide Channel. |
| 8 | 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 Engineer- in-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. |
| 9 | 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-in- charge. Flat Type Rubber Seal.59 mm x 6 mm |
| 10 | Supplying, fitting and fixing top runner fabricated by ISMB / ISMC ofrequired size, 2 nos. for each gate of required length and fitting,fixing with required nos. of anchors / lugs by Mild Steel flat bar ofrequired size bifurcated at one end and welded with the otherend with top runner and providing with required drilled holes ofrequired dia. for base plate and all other components as requiredincluding carriage of all materials to site complete includingpainting with two coats of anticorrosive bituminous paint ofapproved make and brand over two coats of red lead primer etc. allcomplete as per direction of the Engineer-in-charge. |
| 11 | Supplying / Replacing at site new pedestal or other similar items forsluices made with Mild Steel plates, angles, channels, holding downnuts & bolts etc. including fitting, fixing in position in concrete ormasonry complete as per direction of the Engineer - in -charge. |
| 12 | 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.45 cm dia. Cast Iron wheel |
| 13 | 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. (The old materials to be returned to Departmental Godown.) 50 mm. dia |
| 14 | Supplying fitting & fixing Mild Steel base plate of required size withnecessary drilled holes of required dia. and number for fixing withthe top runner and one number hole at the center of required dia.for screw rod duly threaded with necessary grooving for easy rollergrip arrangement by 13 mm dia. high carbon steel balls in both GunMetal or other bushes & base plate etc & providing with requiredbolts and nuts (Mild Steel) 16 mm dia & 100 mm long and onesuitable screw as key, complete including painting with two coat ofred lead Primer. |
| 15 | 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. (The old materials to be returned to Departmental Godown.) 50 mm. dia. |
| 16 | Brick work with 1st class bricks in cement mortar (1:4) (a) In Foundation & Plinth |
| 17 | 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 1:4 cement mortar 20 mm thick plaster |
| 18 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 19 | Earthwork from borrow pits over existing embankment or for repairs to embankment, closing breaches etc. within an initial lead of 30 metre and lift of 1.50 metre including breaking clods and depositing the same in layers not exceeding 25 cm. and rough dressing etc. complete as per profile. |
| 20 | 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. |
| 21 | Stripping off worn out plaster and raking out joints of walls, celings etc. upto any height and in any floor including removing rubbish within a lead of 75m as directed. |
