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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 2 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within the permissible utilization, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cementcontent, the contractor shall have discretion to either re-design themix or bear the cost of extra cement.All works upto plinth level Concrete of M10 grade with minimum cementcontent of 220 kg /cum.(Note: The permissible utilization of RecycledConcrete Aggregate (RCA) as coarse aggregateand fine aggregate is 100% each). |
| 3 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 4 | Steel work welded in built up sections/ framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works |
| 5 | Providing and fixing CI finial on the top of raling of approved design of weight not less then 400grams including welding by hetrogenious electrode with arc / speicalised welding at site, nuts and bolts, rawl plug etc as per requriement at site complete to the entire satisfaction anddirection of engineer-in-charge. |
| 6 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer\"s specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work |
| 7 | Disposal of building rubbish/Malba/Similar unserviceable dismantled or waste materials by mechanical means, including loading, transporting and unloading the same at any C & D waste management site within 25 kms lead i.e Shastri Park/ Burari/Mundka including weighting at plant etc. complete as per direction of Engineer-in-charge Weighing and unloading at the plant shall be as per procedure/rules of the plant management The rates are inclusive of all operations, labours, leads and lifts from site of work to the C & D waste plant. The processing fee of C&D Management at prescribed rates will be deposited by the agency and the same shall be reimbursed by the department on production of only original cash receipts. |
| 8 | Providing and fixing 40 mm thick fine dressed stone in coping, string coursesand plinth courses over 20 mm (average) thick base of cement mortar 1:5 (1cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement: 2 stone dust) with an admixture of pigment matching the stone shade :Red sand stone |
| 9 | Providing, hoisting and fixing below plinth level precast RCC block of required size of M:25 grade with minimum cement content of 300 kg/cumincluding the cost of centring, shuttering & reinforcement which shall be provided with reindorcement 12mm dia TMT @ 15 cm centre to centre both ways with L-shape on both side upto height of 300 mm & embedded with M.S. plate of size 0.30x0.30x.010 m welded with 4nos M.S. bolts of size minimum 100 mm long & 24 mm dia with nuts complete as per approved sample and entire satisfaction of Engineer-in-charge. ( Note: The permissible utilisation of recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate as 25 % each ). |
| 10 | Wall lining butch work upto 10m height with Dholpur stone 40 mm thickrough facing on the exposed surface with stone strips of minimum length300 mm and required width, including embedding every tenth layer andbottom most layer in masonry or concrete after making necessary chasesof size 75x75 mm and by providing layer of 75 mm thick strips i/c 12mm thick bed of cement mortar 1:3 (1 Cement : 3 coarse sand) i/c ruledpointing in cement mortar 1:2 (1 white cement : 2 stone dust) with anadmixture of pigment to match the shade of stone complete as perdirection of Engineer-in-charge. |
| 11 | 15 mm cement plaster on the rough side of single or half brick wall of mix :1:4 (1 cement: 4 fine sand) |
| 12 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied@ 2.20 kg/10 sqm) |
| 13 | Demolishing cement concrete manually/ by mechanical meansincluding disposal of material within 50 metres lead as per directionof Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalentdesign mix). |
