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| 1 | Earthworkinexcavationinfoundationtrenchesordrains,inallsortsofsoil( includingmixedsoilbutexcludinglateriteorsandstone) includingremoving spreading or stacking the spoils within a lead of 75 m as directed including trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water etc. as required complete.a) Depth of excavation not exceeding 1500mm .SOR, PWD, P-1, I -2 a |
| 2 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. SOR, PWD, P-47, I-3 |
| 3 | (II) Cement concrete with 30 mm down graded shinglesexcluding shuttering.N.B. Variety It 22 & P- 34 of 3153rd Corrigenda ( Rate analysis attached) |
| 4 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mmnominal size) excluding shuttering and reinforcement,if any, in ground flooras per relevant IS codes.(b) River bazreeSOR, PWD, P-24, I-4, 3rd Corrigenda |
| 5 | Brick work with 1st class bricks in cement mortar (1:6)P-16 I-17 |
| 6 | Reinforcements for reinforced concrete work in all sorts of structuresincluding distribution bars, stirrups, bindersetc. including supply ofrods,initial straightening and removal of loose rust(if necessary), cutting torequisite length, hookingandbending to correct shape,placing inproperpositionandbinding with 16G black annealed wireatevery inter-section,completeas per drawing and direction.Rate Analysis Enclosed(a) For works in foundation, basement and uptoroof of ground floor / upto 4m. (i) JSW/JSPL/SHYAM/SRMB (Tor Steel/ HYSD) |
| 7 | Hire and labour charges for shuttering with centreing 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, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. (upto roof of ground floor). (When the height of a particular floor is more than 4 m. the equivalent floor ht. shall be taken as 4 m. and extra for works beyond the initial 4 m. ht. shall be allowed under 12(e) for every 4 m. or part thereof.)SOR, PWD, P-42, I-36(f) 25 mm to 30 mm shuttering without staging in foundation |
| 8 | Galvanised corrugated iron sheet work (excluding thesupporting frame work) fitted and fixed with 10 mm. dia J or L hook-bolts, limpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap.(Payment to be made on area of finished work)(GCI sheet to be supplied by contractor)(i) In Roof:-a) With 0.60 mm thick sheetSOR, PWD, P- 81, I - 9 |
| 9 | M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another withbracket, gussets, cleats as per design, direction of Engineer-in charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming toIS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools andplants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. I) For structural members of specified sections weighing less than22.5 Kg./m |
| 10 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) inground floor |
| 11 | 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] |
| 12 | Neat cement punning about 1.5mm thick in wall, dado, windowsill, floor etc. |
| 13 | (a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in groundfloor.ii) Grill weighing above 16 Kg./sq.mtr and above |
| 14 | Supplying & laying as per IRC-SP:063-2004 paver unit of any shade of approved quality as per relevant IS code, laid inpattern as directed in pavement, footpath, driveway (paverblock only), etc including necessary underlay complete in allrespect with all labour and material.[Border concrete if necessary to be paid separately].Note: Sub-grade CBR should not be less than 5.(b) 50 mm thick interlocking designer concrete paver block M 30 grade for non-traffic zone,buidingpremises,garden,parks,domestic drive as per IS: 15658-2006(over 20-30 mm medium sand bed on 200mm thk bound gnaular /granular base course including cost of sand for sand bed but excluding cost of base course & subgradepreparation.)(ii) Coloured Decorative |
| 15 | (a) Supplying, fitting and fixing steel rolling shutter profile type with 18 B.G . of approved type steel latche section 75mm wide, fitted with coil wire spring to necessiate the fitting of required Nos. of C.I.Pulleys on heavy type solid drawn seamless steel tube complete with locking arrangements both inside and outside specially builtup side guide channels including providing a hood for the steel rollingshutter in the room, painting two coats of approved aluminium paint over a coat of red lead primer complete. |
| 16 | Collapsible gate with 40mm x 40mm x 6mm Tee as top and bottom guide rail, 20mm x 10mm x 2mm vertical channels 100mm apart infully stretched position 20mm x 5mm M.S. flats as collapsible bracings properly rivetted and washered including 38mm steel rollers including locking arrangements, fitted and fixed in positionwith lugs set in cement concrete and including cutting necessary holes, chasing etc. in walls, floors etc. and making good damagescomplete. |
| 17 | Add GST @18% |
| 18 | Add Labour Welfare Cess @1% |
