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| 1 | Earth work in excavation in foundation in ordinary soil (loam, clay, or sand) including lift upto 1.5 m and lead up to 30 m and including filling watering ramming of excavated earth in to the trenches or in to the space between the building and the sides of the foundation trenches or into the space between the building and the side of the foundation or in the plinth and removal of surplus earth as directed by E/I upto a distance of 30m.from the foundation trenches. Sanctioned in JAIT TFC |
| 2 | Provides & laying cement concrete in 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) & curing complete, including cost of form work in foundation and under floors. Sanctioned in JAIT TFC |
| 3 | Class M150 (non Modular) brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of the work. Sanctioned in JAIT TFC |
| 4 | 12mm cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers and rounded angles not exceeding 80mm. In girth and finished even and smooth . Sanctioned in JAIT TFC |
| 5 | Construction of Granular Sub Base by Providing Granular Material, spreading in uniform layers with Motor Grader on prepared surface, mixing by mix in placed method with Froont & Loader at OMC and compacting with Vibratory Roller to achieve the desired density, complete as per clause 401. Sanctioned in JAIT TFC |
| 6 | Construction of un-reinforced, plain cement concrete avement thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction, expansion, construction and constructionl joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, curing compund (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501. (For Mathura). Sanctioned in JAIT TFC |
| 7 | Extra for providing and mixing hardening compound of approved quality as per manufacturer\"s specification in cement concrete. Sanctioned in JAIT TFC |
| 8 | Reinforcement of Reinforced concrete or reinforced brick work brought to required shape as necessary including bending for proper completion of the work and including the supply of steel and its waistage Bend, hooks, Binding wire and authorized over lapping shall be measured upto floor two level etc complete as per MoRT&H Specifications 12.40 (1600) as per Analysis. Sanctioned in JAIT TFC |
| 9 | Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834for hot sealing bitumen compound grade A.) Sanctioned in JAIT TFC |
| 10 | Providing and laying at or near ground level factory made kerb stone of M-20 grade cement concrete in position to the required line, level and curvature, j ointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making j oints with or without grooves (thickness of j oints 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 for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). Sanctioned in JAIT TFC |
| 11 | Providing & Laying I shaped (zigzag) Precast interlocking tile of thickness 80mm thick (Comressive strength not less then 30 mpa and weight 4.50 kg) including 25mm thick local sand base leveling and dressing of surface to required level and slope, filling joints with local sand all complete Sanctioned in JAIT TFC 80mm Rubber molded Grey |
| 12 | 80mm Rubber molded Coloured |
| 13 | 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) Sanctioned in JAIT TFC |
| 14 | Supply and fixing SS 304 matal sheet with cutting and making Name plate with CNC work and required paint colour decided by Engineer Incgarge complete in all respect. Sanctioned in Mukhtakashi |
| 15 | Retro\"Reflectivesheeting type-lv with 4 mm thick ACIvI Single Side Providing & llxing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminium skin aluminium composite panel face to be fully covered with High tntensity prismatic sheeting type lV as per IRC-67:20\"12 retro reflective sheeting with back f.ame NIS angle of 35x35x5 mm. Legends,letters , numerals and borders etc should be as per MoRTH specification No 80\"1.3.7 .The sheeting shall have a pressure - sensitive adhesive of the aggressive - tack type requiring no heat , solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacturer. The ACIVI (Aluminium Composite Materials) shall be lixed on the Back frame MS Angle wilh riveting. [.4lcro prismatic type lV Retro reflective sheeting confiming to ASTM 04956-09 shall be Pressure fixed The Retro reflective sheeting shall be tested for a certillcate of having the sheeting tested Ior coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from lntemational/Government Laboratory/ lnstitute by the manufacturer of the sheeting and in case the certlficate is obtained from international condition. il should also be obtained from lndian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artillcial accelerated weathering requ;rements from a reputed laboratory in lndia can be accepted provisionally. ln such a situation, the Employer/Client, if so desires, could seek for a perFonnance guarantee which would be released after receipt of certilicale meeting the requirement of three years outdoor alhering of ihe sheeting as per IRC 67:2012 & Proof of the same Repoft shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, transportation, installation and lncidentals all complete as per direction of the Engineer-in-Charge. PWD SOR 2023-24 Ch- 28 |
| 16 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). DSR 2023 Item No. 10.28 Please Enable Macros to View BoQ information |
