WORK NO. 10 KOSIKALA KE KRISHNA DHAM ME NANDGAV ROAD PAR SHIV MANDIR SE HARSH VIDHYA NIKETAN INTER COLLEGE TAK CC SADAK EVAM NALI KA NIRMAN KARYA

Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge. dsr 2023 15.59

Earth work in surface excavation not exceeding 30 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 upto 50 m and lift up to 1.5 m, as directed by Engineer-in-Charge: dsr ino 2.1.1

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). DSR2023 I.NO 4.1.8 4960

1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) dsr i.no 4.1.3

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 I.NO-6.1.1

12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) dsr 2023 i.no 13.4.1

Providing, laying spreading & compacting of granular sub base by providing close graded (Fr-1) materials, sprading in uniform layers with Mortor Graded on prepared surface, mixing by mix in placed method with Rotovater at OMC and compacting with in layers with smooth wheeled Vibratory Roller to achieve the desired density, complete as per MoR &H clause 401& as directed by Engineer Incharge including all machine charges & including all labour, T& P etc req for proper completion of work. Analysis rate. (As per MORTH 502 and PWD SOR 2022-23)

Supply & Laying of precast concrete Block ( Interlocking tiles) for paving of thickness 100mm 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

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, 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. Note: Extra cement up to 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 specified minimum 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 M25 grade with minimum cement content of 330 kg /cum . DSR 2023-24 I.NO 5.33.1.1

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 Make as per dierction of E/I.. With five yeart warrenty