Cost per Unit Quantity Estimated Basic Rate SGST per CGST UOM Total Sr. of for 150 IGST Description Qty. for one per UOM In UOM per UOM Including Cost in No. nos. of per Unit Rs. In Rs. In Rs. taxes. Rs. (UOM) unit UOM Rs. In Rs. A B C D E F G H I J= K=J x E Brick Masonry work 13.5 1 CUM 0.09 (Thick 100 MM) (1:6). 2.7 2 Copping work (1:3:6) CUM 0.018 Plaster Long Wall (Back 270 3 SQM 1.8 Side) (1:6) Plaster short Wall (Front 22.5 4 SQM 0.15 side) (1:6) 216 5 Kadappa SQM 1.44 33.075 6 Bed CC Work (1:3:6) CUM 0.2205 330.75 7 Platform (Flooring) SQM 2.205 Painting Work / Signage 8 SQM 0.81 121.5 board Work no. -2 - Construction of Vermi Compost Unit, Size 2.5x1.2x0.75 Meter ( Part-1 C) ” Cost per Unit Quantity Estimated Basic Rate SGST per CGST UOM Total Sr. of for 100 IGST Description Qty. for one per UOM In UOM per UOM Including Cost in No. nos. of per Unit Rs. In Rs. In Rs. Rs. (UOM) unit UOM Rs. In Rs. A B C D E F G H I J= K=J x E ) 1 Site cleaning as per size. SQM 4.95 495 Excavation for 49.5 2 CUM 0.495 foundation Providing & Laying CC in 1:4:8 of metal 49.5 3 CUM 0.495 for foundation & bedding Brick masonry work C.M. (1:6) (Long and 52 4 CUM 0.52 Short Wall -100 MM Thick Vermi wash outlet pipe 5 RMT 0.6 60 for 2' Air mesh ( 300 mm x 150 18 6 mm ) providing wall with SQM 0.18 bedding 1" Cement Concrete Coping in ratio 1:4:8 (long & – 8 7 SQM 0.08 Short wall 100 MM thick. Painting work on 108 8 SQM 1.08 bed wall Including
Sr. No. Description Unit of (UOM) Estimated Qty. for one Unit Quantity for 150 nos. of unit Basic Rate per UOM In Rs. SGST per UOM In Rs. CGST per UOM In Rs. IGST per UOM In Rs. Cost per UOM Including taxes. Rs. Total Cost in Rs. A B C D E F G H I J= K=J x E 1 Brick Masonry work (Thick 100 MM) (1:6). CUM 0.09 13.5 2 Copping work (1:3:6) CUM 0.018 2.7 3 Plaster Long Wall (Back Side) (1:6) SQM 1.8 270 4 Plaster short Wall (Front side) (1:6) SQM 0.15 22.5 5 Kadappa SQM 1.44 216 6 Bed CC Work (1:3:6) CUM 0.2205 33.075 7 Platform (Flooring) SQM 2.205 330.75 8 Painting Work / Signage board SQM 0.81 121.5 Work no. -2 - ” Construction of Vermi Compost Unit, Size 2.5x1.2x0.75 Meter ( Part-1 C) Sr. No. Description Unit of (UOM) Estimated Qty. for one Unit Quantity for 100 nos. of unit Basic Rate per UOM In Rs. SGST per UOM In Rs. CGST per UOM In Rs. IGST per UOM In Rs. Cost per UOM Including Rs. Total Cost in Rs. A B C D E F G H I J= K=J x E 1 Site cleaning as per size. SQM 4.95 495 2 Excavation for foundation CUM 0.495 49.5 3 Providing & Laying CC in 1:4:8 of metal for foundation & bedding CUM 0.495 49.5 4 Brick masonry work C.M. (1:6) (Long and Short Wall -100 MM Thick ) CUM 0.52 52 5 Vermi wash outlet pipe for 2' RMT 0.6 60 6 Air mesh ( 300 mm x 150 mm ) providing wall with bedding 1" SQM 0.18 18 7 Cement Concrete Coping in ratio 1:4:8 – (long & Short wall 100 MM thick. SQM 0.08 8 8 Painting work on bed wall Including SQM 1.08 108
moil-tender-vermi-compost-kitchen-platform-munsar-cluster-district-nagpur.docx