PROJECT NO.45/27 MAINTENANCE OF TRANSFERRED INSTITUTIONS-NEDUMCAD UPS SCHOOL KAVADOM MAINTENANCE

10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

OD25746/2026-2027:Providing, fabricating and supplying and fixing panels of Aluminium Composite Panel in pan shape in metalic colour of approved shapes made out of 3mm thiock Aluminium Composite Panel material consisting of 2 mm thick FR grade mineral core sandswitched between two aluminium sheets (each 0.5mm thick) . The Aluminium Composite Panel clading sheet shall be coil coated with Kynar 500based PVDF / Lumiflon based fluoroplolymer resin coating of approved colour and shade on face #1 and polymer (service) coating on face# to as specified using Stainless steel screws weather silicon sealant backer rds etc (8.32) details of cost for 7sqm 3.00MM Thick ACP board 3.00mm thick ACP board = 7sqm Add 5% wastage =0.35sqm Total =7.35sqm

OD22582/2026-2027:Coolie engaged for

15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar

OD30007/2026-2027:1.002-Specification code: OD110920/2025-2026 RR with Departmental Stone - Random rubble masonry using departmental rubble in foundation and plinth including through and bond stone and levelling up with cement concrete 1:6:12 (cement : 6 coarse sand : 12 graded stone aggregate with cement concrete) 20mm normal size upto plinth level with cement mortar 1:6 ( 1 cement: 6 coarse sand). Mod data DAR 7.1.1

2.8.1: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

7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)