Maintenance and painting of anna nagar, Rahumaniyapuram , Vavanagaram,Kottaithiradu OHT in Vadakarai Keelpidagai Town Panchayat.

Amount

Providing two legged scaffolding using 15cm dia blue-gum posts of 4.0m overall length (3M HT + 0.5M projection + 0.5m into ground) the distance between two rows being 1.25m and the spacing of postsbeling 2.0m and the spacing of postsbeling 2.0m in both the rows with two horizontal posts with 0.5m overlap on either sideand braces at 2m c/cincluding longitudinal and transverse middle braces to step up and providing aplatform with country woodplanksof 40mm tk & 1.0m width in a complete form using coir and Nails For Renovation Works.

First level @ 0 to 3.00 M above G.L (For 2.00L Ltr)

Second level @ 3.00 to 5.50M above G.L (For 2.00L Ltr)

Third level @ 5.50 to 8.00M above G.L (For 2.00L Ltr)

Fourth level @ 8.00 to 10.50M aboveG.L (For 2.00L Ltr)

Fifth level @ 10.50 to 13.00M aboveG.L(For 2.00L Ltr)

Sixth level @ 13.00 to 15.50M aboveG.L (For 2.00L Ltr)

First level @ 0 to 3.00 M above G.L (For 0.60L Ltr)

Second level @ 3.00 to 5.50M above G.L (For 0.60L Ltr)

Third level @ 5.50 to 8.00M above G.L(For 0.60L Ltr)

Fourth level @ 8.00 to 10.50M aboveG.L (For 0.60L Ltr)

Fifth level @ 10.50 to 13.00M aboveG.L (For 0.60L Ltr)

Sixth level @ 13.00 to 15.50M aboveG.L (For 0.60L Ltr)

First level @ 0 to 3.00 M above G.L (For 0.30L Ltr)

Second level @ 3.00 to 5.50M above G.L (For 0.30L Ltr)

Third level @ 5.50 to 8.00M above G.L(For 0.30L Ltr)

Fourth level @ 8.00 to 10.50M aboveG.L (For 0.30L Ltr)

First level @ 0 to 3.00 M above G.L (For 0.30L Ltr)

Second level @ 3.00 to 5.50M above G.L (For 0.30L Ltr)

Third level @ 5.50 to 8.00M above G.L(For 0.30L Ltr)

Fourth level @ 8.00 to 10.50M aboveG.L (For 0.30L Ltr)

Painting two coats with approved cement paint best quality over the outer wall surface including cost of cement paint etc. complete complying with standard specification etc., complete as per standard specifications and as directed by Engineer-in-charge

Construction of RCC spiral staircase in RCC 1:1.5:3 (1 Cement : 1.5 Sand : 3 Coarse Aggregate) using 20 mm HBGS of 1.80 m diameter of required height for approach to the roof of Service Reservoir with RCC Handrails including earthwork excavation, providing CC 1:4:8 mix, RCC footing 1:1.5:3 mix, GL platform etc., and also including cost of steel reinforcement, fabrication charges, scaffolding, centering, precasting charges, cement, painting etc. complete as per standard specifications and as directed by Engineer. The staircase shall be braced to the column of service reservoir at suitable interval. (in the BOQ, quantity column the exact height to be mentioned from GL to roof slab bottom to get total value of work to be done.

Supply and fixing steel ladder complete as per standard specifications

A. PEER MOHAMED