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| 1 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 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, 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 upto 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 cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 3 | All works up to plinth level: Concrete of M-10 grade with minimum cement content of 220 kg/cum. |
| 4 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 5 | Two or more coats on new work |
| 6 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 7 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. |
| 8 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. |
| 9 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 10 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 11 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : |
| 12 | Bituminous road |
| 13 | Supplying and stacking at site. |
| 14 | Good earth. |
| 15 | Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 16 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 17 | Multiply coff. for GST (0.973) |
| 18 | Add Cost Index @4.03% On DSR Items |
| 19 | Disposal of C&D Waste/Building Rubbish/Earth mixed malba/similar unservicable dismantle or waste material by mechanical transport including loading, unloading and transportation for all lead and lifts, upto nearest authorized MCD dumping ground/sanitary land fill site complete as per direction of engineer-in-charge. (Payment under this item shall be made on production receipts of payment of ground fee. MCD dumping grounds fee paid, if any, shall be reimbursed to the agency separately on production of receipts.) |
| 20 | Providing, transporting, hoisting and fixing of crash barrier in central verge on ground level factory made machine batches & machine mixed precast RCC smooth finished surface of M-30 grade jointing with cement mortar 1:3 (1 cement : 3 coarse sand), including the cost of centering, shuttering , steel reinforcement (Grade of Fe-500D or more) with 12mm dia of 2 nos. TMT bars top & bottom both face, 10mm dia @ 200mm c/c in horizontal position except top & bottom, 10mm dia @ 200mm c/c in vertical position with inner & outer both face including Lift hole for hoisting etc. including cost of cartage, all leads & lift, handling at site etc. Complete as per direction of Engineer in charge. (Shape & size of precast Crash barrier shall be approved by Engineer-in-charge). |
| 21 | Credit for dismantled old kerb stone received from site (Dismantled Kerb stones shall disposed of from the site at his own cost.) Please Enable Macros to View BoQ information |
