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| 1 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within all lead as per direction of Engineer-in-charge. (i) In cement mortar. |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm (Thirty centimetre)in depth, 1.5 m (One point five metre) in width as well as 10 sqm (ten Square Metre) on plan) including getting out and disposal of excavated earth alllead and liftas directed by Engineer-in-chargeand sorting out useful and unuseful material and transportation of the unuseful material for disposing atdumping site (To be arranged by the contractor)as per satisfaction of Engineer- in -charge through all modes of transportation including head load ,animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour ( if required ) Any loss to the public and private propriety, human being, machinery during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges. (i)All kinds of soil |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m (One point five metre) in width or 10 sqm (ten Square Metre)on plan) in all kinds of soil. including dressing of sides and ramming of bottoms including setting out,construction of shoring and bracing, removal of stumps and other deleterious materials and disposal in all leads and lifts including dressing of sides and bottom and back filling in trenches with excavated suitable materials. All work of rockcutting by blasting shall be carried out by taking all necessary precautions against soil erosion damage to hill side water pollution etc. and to protect stability of hill side rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited) all earth work in cutting/ excavation including rock excavation shall be carried out true to lines grades, side slopes, width , camber super elevation and level as shown on the drawings or as directed by the Engineer-in-charge hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified dimension or as directed by the Engineer-in-Charge. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage rain and other causes it shall be remove by suitable diversion bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. All the surplus excavated earth to be dumped at dumping site(dumping sites will be arranged by the contractor on his own cost).Any loss to the public or private property during the course of excavation shall be the sole responsibility of the contractor which shall have to be dully compensated by him at his on cost in all cases. including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge. |
| 4 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: (i) 1:5:10 (One cement : five coarse sand) : ten graded stone aggregate 40 mm(forty milimetre) nominal size). |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for (i)Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 6 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: (i)1:3:6 (One cement : three coarse sand) : six graded stone aggregate 20 mm(twenty milimetre) nominal size) |
| 7 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: (i)1:1½:3 (One cement : one & half coarse sand) : three graded stone aggregate 20 mm (twenty milimetre) nominal size). |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth levelincluding carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(i)Mild steel and Medium Tensile steel bars |
| 9 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as requiredincluding carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i)In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 10 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specificationsincluding carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(i) Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture. |
| 11 | Providing weep holes in Breast wall/Retaining wall on stone masonry with 100mm & P.V.C. pipe with slop of 1:20 to wards the face complete as per drawing including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. |
| 12 | Disposal of excavated surplus earth by mechanical transport on approved dumping site surrounding Shimla through all mode of transportation including head load or mechanical means alongwith its levelling and top complete the work includingcarriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. |
| 13 | Precast chequired tiles hydraulic compressed 20 mm(twenty milimetre) thick plane of specified sizes laid in floors, treads of steps and landings on a bed of25 mm (twenty five milimetre) average thickness of cement mortar 1:6 (onecement :six sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles (wherever required) incliding rubbing and polishing complete with tiles of following shadesincluding carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. |
