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| 1 | Earth work in surface excavation not exceeding 15 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge : All kinds of soil |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.50 metre in width or 10 square metre on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50mAll kinds of soil. |
| 3 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature jointed with cement mortar 1:3 ( 1 cement ; 3 coarse sand ) including making joints with or wihtout grooves ( thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge ( length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C Kerb stone shall be approved by Engineer-in-charge). |
| 4 | 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 up to 10% of the minimum specified cement content in design mix shall not 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. All works upto plinth level :Concrete of M10 grade with minimum cement content of 220 kg /cum |
| 5 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand Fly ash and graded stone aggregate of 20 mm nominal size in appropriate proportions as per approved & specified design criteria, laying at site, spreading and compacting mechanically by using needle vibrators, levelling to required slope/ camber, finishing with required texture, complete all as per direction of EngineeR-IIIn-charge Note:-Minimum Cement contentto be used this item is @ 340 kg/cum. Excess cement used as per design mix shall not be payble . Cement concrete prepared with batch mixing machine Fly ash conforming grade of IS. 3812 (Part-1) only be used as Par replacement of OPC |
| 6 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, 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-IIIn-Charge . Weighting and unloading at the plant shall be as per procedures / rules of the C&D Waste plant. The processing fee of C&D management at prescribed rats will be deposited by the agency and the same shall be reimbursed by the department on production of only original cash receipts and as per direction and entire satisfaction of engineer-in-charge. |
| 7 | Providing and fixing 2 Nos stainless steel pipe (304 Grade) for post (Having 65mm dia thickness 2.11 mm and 2.90m in length with stainless steel hooks 3 nos. in each post with pipe cap, including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same all complete. Also provide one standard / approved size badminton net of make COUGAR or LYGER with cleats which will be fixed with post as per given dimention and as per direction and satisfaction of Engineer -in -charge. |
| 8 | Providing and laying 8 layer synthetic acrylic cushion coating for badminton court with ITF classified material \\"Refkim\\" or equivalent , system consisting of :8 layers System Synthetic Acrylic for Synthetic Court:-· (1 Layer) Concrete Primer· (2 Layer) Acrylic Resurfacer· (3 Layer) Cushion· (2 Layer) Top Coat· White Line Marking All the above as per games standard by ITF. The product use must be clasified by ITF (International Tennis Federation) complete in all respect and as per the direction and entire satisfaction of Engineer‐in‐charge. |
| 9 | Supply and Installation of sign board made with 3mm thick Mild steel (M.S. )rectangular plate 1270 mm x 830 mm x 3mm thick M.S. Plate fittted below at rectangular plate over the 40 mm Square tublar pipe 2200 mm long (weight not less then 3.43 kg/metre). Front side of both the plates shall be covered with high intesity encapsulated type heat activated retro reflective sheeting conforming to type-IV of ASTM-D 4956-01 in blue and silver white or other colour combination inculding subject matter message (Bi-lingual) symbol and border etc as per IRC code 67:2001 pasted on substrate by an adhesive backing which shall be activated by applying neat and pressure conforming to painted with two or more coats of synthetic enamel paint of required shade and approved brand and manufacture over priming coat of zinc chromate yellow primer. Please Enable Macros to View BoQ information |
