General

Engaging of Excavator (JCB/TATA HITACHI) on Hire Basis including Hire Charges, fuel Charges, wages of driver and helper and cost of all incidental and operational charges to site etc; Complete - 1 Hour ( As Per Proc.RC.No./1430/E5/2019) : For Site Clearance

Engaging of 3.00 Cum Capacity Hydraulic truck Tractor on Hire Basis including Hire Charges, fuel Charges, wages of driver and helper and cost of all incidental and operational charges to site etc; Complete- 1No/day ( As Per Proc.RC.No./1430/E5/2019)

Auguring and boring of holes in site for Bored cast-in-situ R.C.C. Piles for building foundations in loamy, clayey soils like Black cotton soils and ordinary soils without under reams as per IS 2911-1980 as per approved designs including all operations, incidental, labour charges, hire charges of Machinery, augur bore drill and shell equipment, etc, complete for all depths and for finished item of work for piles of following diameters - 1 Rmt. : For Pile Bores

Providing High Yield Strength Deformed (HYSD) Fe 500 grade as per IS 1786-1979) of different diameters for RCC works, including labour charges for straightening, cutting, bending to required sizes and shapes, placing in position with cover blocks of approved materials and size and tying and lap-splicing with binding wire of 18 SWG, forming grills for reinforcement work as per approved designs and drawings, including cost and conveyance of steel bars, including all wastages such as overlaps, couplings, chairs, spacer bars including cost and conveyance of binding wire, cover blocks and all incidental, operational, labour charges such as cutting, bending, placing in position, tying including sales and other taxes on all materials etc., complete for finished item of work in all floors. (APSS No.126) : For Pile Bores + For Plinth Beam + For Columns

Supply and placing of the M20 Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry, complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402) with minimum cement content as per IS code from standard suppliers approved by the department including tremy pumping,laying concrete,curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work. : For Pile Bores

Supply and placing of the Design Mix Concrete for M-20 Grade corresponding to IS 456 using CONCRETE MIXER with 20mm H.B.G Metal including cost and conveyance of all Material like cement, Sand, water etc., to site, operational, incidental and Labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete (APSS No.402) with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc., complete (BLD-CSTN-2-14) : For Plinth Beam

Supply and placing of the Design Mix Concrete for M-20 Grade (as above) : Columns

Brick Masonary in C.M (1:6) using 2nd Class well burnt ground moulded traditional size bricks of locally available having a crushing strength of not less than 35 Kg./Sq.Cm and size of 23x11x7 Cm including cost & conveyance of Material to site, mixing of Cement Mortar & laying of bricks & mortar to specified thickness, watering, curing, including all scaffolding, hire & operational charges of Machinery, all Labour charges & all water lead charges etc. complete for finished item of work. (BLD-CSTN-3-1) : For Compound Wall, less Ded: Columns

Providing Plasteing with CM (1:3), 12 mm thick including Cost & Conveyance of all materials and labour charges for mixing and curing etc., Complete as per S.S. : For Compound Wall

Painting to the walls with 2 coats of Acrylicemulsion paint of exterior Grade having VOC (Volatile Organic Compound) antain less than 50 Grams per liter of approved brand and shads including one coat of cement primer after throughly brushing the surface to remove all dirt and remains of loose powdered materials including cost and conveyance of all materials to work site and all operational incidental, labour charges etc., complete for finished item of work as per SS 911 for External Walls. (Three Coats) : For Compound Wall

Carting away the surplus excavated earth from the work site with a lead of 3 km beyond initial lead including loading, unloading and conveyance but excluding stacking charges etc., complete - 1 Cum. : As per Earth Work Qty

Provision for Seignorage charges

Provision Towards merit 2%

Provision Towards DMF 30%

Provision for NAC @ 0.10%

Provision for GST @ 18%

Provision for TPQA @ 0.739 %

Unforeseen item