Development of area around Shiv Temple amd Narsingh Dev Temple Ramnagar (Under Capex Budget 2026-27).

40mm thick fine dressed stone flooring over 20mm (average) thick base of cement mortar 1:5 (1 cement: 5 coarse sand), including pointing with cement mortar 1:2 ( 1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone and curing complete. Red sand stone

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Providing and fixing stainless steel (Grade 304) members 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,including fixing the members with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc. of required size, on the top of the floor or the side of slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).

Providing and fixing precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

Supply, installation, testing, and commissioning (SITC) of 30 Watt standalone/integrated Solar PV Street Light System, complete with all components, civil foundation, and accessories, comprising the following detailed specifications:"30W LED Luminaire: High-efficacy LED fixture (minimum 130 Lumens/Watt), pressure die-cast aluminum housing with heat sink, toughened glass / UV-stabilized polycarbonate lens cover, IP66 ingress protection, CCT 5500K–6500K (Cool Daylight), CRI > 70, and rated LED life > 50,000 burning hours. ​Solar PV Module: High-efficiency Crystalline Solar PV Module of minimum 100 Wp peak capacity, conforming to IS/IEC 61215 and IS/IEC 61730, mounted in an anodized aluminum frame with high-transmissivity toughened glass. ​Battery Pack: Maintenance-free Lithium Ferro Phosphate LiFePO} battery pack of 12.8V, 30 Ah (or higher) with integrated Battery Management System (BMS) for overcharge, deep discharge, short-circuit, and thermal protection, having a cycle life of 2,000 cycles at 80% Depth of Discharge (DoD). ​Charge Controller & Automation: Microprocessor-based MPPT (Maximum Power Point Tracking) charge controller integrated with dusk-to-dawn operation and PIR motion sensor for automatic smart dimming profile (e.g., 100% lumen output for initial 4–5 hours, reducing to 30–50% ambient level and boosting to 100% on motion detection). ​Pole & Support Structure: 6.0 Meter Hot-Dip Galvanized Octagonal / Swaged Tubular GI Pole (minimum 3mm wall thickness, hot-dip galvanized with minimum 65-micron zinc coating as per IS 4759), complete with solar panel mounting bracket, luminaire extension arm, weatherproof battery box/casing, and base plate. ​Civil Foundation & Accessories: Complete civil work including earth excavation, RCC M-20 grade foundation block (approx. 400 X 400 X900 mm}), high-tensile J-anchor foundation bolts, template plate, grouting, internal cabling, hardware, earthing connection, and all associated accessories required to make the system fully functional as per CPWD E&M specifications and directions of the Engineer-in-Charge.

Earth work in excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 5.3.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Reinforcemnet for RCC works incl straightening, cutting,bending placing in position and binding all complete mild steel and mediumtensile steel bars incl all carriages and cost of material involved