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| 1 | E/W in Excavation in foundation in ordinary soil etc allcomplete as the direction of engineer in charge.{ AS PER PWD SOR 2022 PAGE NO 15 SI NO 4.01 ITEM NO 251 (a).} |
| 2 | Desposal of refused material/malwa distance up to 8 km etc all complete as the direction of engineer in charge. (AS PER PWD SOR 2022 PAGE NO 10 SI NO 3.01 ITEM NO 231 (a)) |
| 3 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) |
| 4 | Providing laying spreading and compecting graded stone aggregate to wet mix macadam specification including premixing the material with at OMC in machenical mix plant carriage of mix material by tipper to site laying in uniform layers of each 100mm thick with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 5 | Providing and applying tack coat with bitumen VG - 10 grade using bitumen pressure distributor at the rate of .30 kg per sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per technical specification clause 503. |
| 6 | Providing and laying dense graded bituminous macdam with HMP producing an average output of 75 tonnes per hour using crushed aggregates from approved quarry of specified grading, premixed with bituminous binder (VG-30) @ 4.5 per cent by weight of total mix and filler,transporting the hot mix to work site,laying with a hydrostatic paver finisher to the required grade, level alignment,rolling with smooth wheeled. vibratory and tandem rollers to achieve the desired compaction (Ref. to Mort&HSpecification no. 507 ) Adjustment for bitumen shall be done as per job mix formula and e-in-c latter No 2651 Dt 27-07-12 for proper completion of work as per direction of engineer-in-cgarge including all labour,T&P,taxes , labour cess etc. complete. |
| 7 | Providing and laying bituminous concrete with HMP crushed aggregates from approved quarry of specified grading, premixed with bituminous binder (VG-30) @ 5.4 per cent by weight of total mix and filler,transporting the hot mix to work site,laying with a hydrostatic paver finisher to the required grade, level alignment,rolling with smooth wheeled. vibratory and tandem rollers to achieve the desired compaction (Ref. to Mort&HSpecification no. 507 ) Adjustment for bitumen shall be done as per job mix formula and e-in-c latter No 2651 Dt 27-07-12 for proper completion of work as per direction of engineer-in-cgarge including all labour,T&P,taxes , labour cess etc. complete. |
| 8 | Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 1:4:8 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. |
| 9 | First class Brick Work in (1:4) cement & four coarse sand 2.20 F.M. morter in foundation and plinth and T&P etc all completed as per the direction of engineer - in - charge. (AS PER PWD SOR 2022 PAGE NO 20 SI NO 6.05 ITEM NO 305 (a) |
| 10 | Dismantling existing plaster including disposal of refuse as directed by the Engineer-in-charge within a distance of 60 metre (200 feet). |
| 11 | 12 mm thick plaster with cement and coarse sand of1.25 fineness modules in (1:4) over brick work minimum thickness not to be less than 1 cm including supply of all material, labour, tools & plant etc required for proper completion of the work. (AS PER PWD SOR 2022 PAGE NO 36 SI NO 13.11 NEW |
| 12 | Supply & laying 80 mm thick Precase cement concrete ishape interlocking paver block (Red color) with top layer of minimum 8 mm thickness having plan dimension 200X(160+120mm) of O.P cement smoothing gloss finish,skid resistant manufacturered from rubber moulds M-30 GRADE AS PER SOR 2022. |
| 13 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete DSR 10.16 2023 |
| 14 | S/F Murga jali 1'' X 2'' size of 10 gauge wire etc all complete as the direction of engineer in charge . |
| 15 | Providing and fixing G.I. chain link fabric fencing of required width in mesh pvc coated size 50x50 mm including strengthening with 4 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. DSR 2021 16.70.2 |
| 16 | S/L C:C (1:2:4) with 20 mm stone grit, coarse sand & cement etc all complete as the direction of engineer in charge. (AS PER PWD SOR 2022 PAGE NO 18 SI NO 5.07 ITEM NO 279(a).] |
| 17 | S/L Scrapping old white or colour wash including disposal of refuse etc all complete as the direction of engineer in charge (AS PER PWD SOR 2022 PAGE NO 48 SI NO 17.16 ITEM NO 708) |
| 18 | French spirit polishing :13.68.1 Two or more coats on new works including a coat of |
| 19 | 9 Layer acrylic synthetic system - comprising of 1 layer of primer , 2 layers of lush sealer coats, 4 layers of lush rubberised cushion coats, 1 layers of exclusive lush anti - skid treatment and 1 layer of uv top coat - in customized preferred shades- complete with standard line markings. (classified by ITF and certified by NABL approved lab ) |
| 20 | 3.5 mm thick 35x35mm nylon mesh size supply fixing 0 to 25 feet height including fasner etc allcomplete as the direction of engineer in charge. |
| 21 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube1.5 m centre to centre, horizontal & vertical tubes joining with cup & locksystem with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. taircasesystem in the scaffolding for working platform etc. and maintaining it in aserviceable condition for the required duration as approved and removingit there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspectionof work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. |
| 22 | BASKETBALL HANGIND SYSTEM (FIXED) DOUBLE CHENNEL SIZE 100X50 MAKING A BOX OF SICSIOR PETTERN TACKING SUPPORT FROM REAR PILLARS WITH SUSTAINABLE SUPPORT OF JACKS |
| 23 | BADMINTON POST MOVABLE |
| 24 | Beautification of Walls by making sceenary etc all complete as the direction of engineer in charge .LMR |
| 25 | Earth Work in Embankment (lead upto 8 km) in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth earth work in embenkment to in 20 cm layers including remming and dressing the surface to required levels and slops also including 1.50 m lift and 30 m lead. The earth form cutting to be used in making in embekment or to be disposited and spoil banks with in 30 .(AS PERPWD SOR 2022/231( a)+253 (a) S I NO-4.03. |
| 26 | S/L Hot applied Thermo Plastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area thick ness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35. the finished surface to be level uniform and free from streak and holes. rates all including of all taxes royality vat etc all t & p /machine material and lobour required for proper complition of work.( SOR 2022 SI.N. 22.02 NEW ITEM ) |
| 27 | Reflective Raised pavement marker providing and fixing of raised pavment markers (cat eye) type x ASTMD - 4956-04 avery dennission /3m (USA make) having moulded body of polycabonate ASA, HIPS or ABS able to support a load of 13.635 MT tested in accordance with ASTMD 4280 type H and other requirement mentioned in MoRT&H circular its reflective lens made of micro prismatic lens (capable of providing total internal reflection of light ), electronically welded to the body. The length, height and wiedth of the body shall not exceed 130mm 20mm, and 105mm respectively, The area of each reflective surface shall not be less than 13 Sq. cm. on each side stoping at the angle of 35+5 degree to the base to ensure maximum reflectively. it shall comply to specification of category A of MoRT&H circular no. RW/NH 33023/10/97-DO-III dated 11.06.97 lenses shall be moulded of methyl methecrylate corforming to ASTMD 788 or equivalent. with 7 years warranty. Rate shall be inclusive of all taxes, royalty, VAT etc. All T&P machine and labour required for proper completion of work.Note: The composite warranty jointly signed by original manufacturer & authorized converter of at l( SOR 2022 SI.N. 22.05 NEW ITEM ) |
| 28 | 110 MM DIA PVC PIPE (6KG/SQCM KISSAN/SUPREME QUALITY OR EQUIVALENT ETC |
| 29 | BAMBO JHOPADI FOR GUARD ETC |
| 30 | LINING FOR BADMINTON COAT AND BASKETBALL OUTER LINE, BOADER LINE |
| 31 | INROGRASTION STONE ETC |
| 32 | DPR CHARGE |
| 33 | GST Please Enable Macros to View BoQ information |
