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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 up to 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. DSR 2023, 2.8.1 |
| 2 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. DSR 2023, 15.56 |
| 3 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).DSR 2023 , 4.1.8 |
| 4 | Cartage of Malwa up to 5.00 k.m. including labour material T&P etc. complete sor 23-24 |
| 5 | 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-I (size range 75 mm to 0.075 mm) having CBR Value-30 , SANCTION RATE |
| 6 | Demolishing brick work 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.. In cement mortar DSR 2023, 15.7.4 |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 2023, 6.4.1 |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 2023 , 6.1.1 |
| 9 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand) DSR 2023, 13.2.1 |
| 10 | Supply & Laying of precast concrete Block ( Interlocking tiles) for paving of thickness 80mm rubber mould GREY (Compressive strength not less then 30Mpa as specified in IS:15658 and weight 4.50kg) as jindal,naval or equivalant Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work as specified in IS 15658:2006. as directed by E/I. SN0.16 New item page 52 chapter 20 UPPWDSOR 2023-24 |
| 11 | Supply & Laying of precast concrete Block ( Interlocking tiles) for paving of thickness 80mm rubber mould coloured (Compressive strength not less then 30Mpa as specified in IS:15658 and weight 4.50kg) as jindal,naval or equivalant Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work as specified in IS 15658:2006. as directed by E/I. SN0.16 New item page 52 chapter 20 UPPWDSOR 2023-24 |
| 12 | Chequerred precast cement concrete tiles 22 mm thick in footpath &courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Medium shade pigment using 50% white cement 50% Grey cement. DSR 2023 , 11.20.2 |
| 13 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced 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 permissible utilization of 20% each, 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, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Concrete of M25 grade with minimum cement content of 330 kg /cum, DSR 2023, 5.33A.2.1 |
| 14 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. DSR 2023, 10.2 |
| 15 | providing & fixing benches for sitting red stone bench (1800*600*100)2 nos Piller 600*600*150including all metarial T&P Complete as directed by E/I Designe Approved By Dept. |
| 16 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coatapplied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 SQM,) DSR 2023 ,13.46.1 |
| 17 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. DSR 2023, 16.62.1 |
| 18 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR 2023 ,5.22.6 |
| 19 | Supply of Solar AIO Single piece High pressure Die cast (LM6 Alloy) 17W Aluminium housing appearance of Solar AIO shall be traditional Street Light, IP65 & IK08, suitable for OD 50/60mm bracket, having Min 3000 lumens, suitable for 24hrs (2 Nights) Autonomy and its backup calculation sheet shall be approved by Consultant Dimming Profile :• From Dusk – First 05hours sensor enabled with 30% brightness level• Next 05Hours sensor disabled and fixed at 30% Brightness level• Next 2hours/dawn- Sensor enabled with 30% brightness levelLithium pherrophosphate Battery capacity min [email protected] or 256 watt hour & shall be of fresh manufactured battery (Not re-used cells) Battery Temp range -20-+60℃ and panel capacity min 35Wp, CRI >=70, Efficacy Min >175lm/W is MUST, system wattage should not be more than 17W ± 5%, if wattages increases then the size of battery & panel shall also be increased in similar percentage to maintain equal autonomy of the system. Life class of LED System 50000hrs@L70, LED Make - CREE/ NICHIA/ LUMILEDS /OSRAM. CE Certified, charger efficiency >90% and standards IEC62109-1, IEC61547, CISPR15, IEC62093, IEC61347-2-13, EN50530, IEC62384 The PV module should be made up of crystalline silicon solar cells \"Mono-Crystalline\" and must have a certificate of testing conforming to IEC 61215 Edition II / BIS 14286 & IEC 61730-1,2 IEC60598, Operating temp 0 Degree C to 50 Degree C, certifying above given prameters all reports shall be from In-house NABL or IECQ or any international accredited Laboratory, Complete luminaire /battery/panel/charge controller must be BIS accredited (If applicable) and as per UPPWD Approved Product List. With five yeart warrenty |
| 20 | Supply & fixing of 7m GI Octagonal Pole of approved make (top dia 70mm, bottom dia 130mm and base plate 12mm thick) having 3mm thickness with single arm bracket (1m length) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and required T&P complete in all respect. Please Enable Macros to View BoQ information |
