88/APAS/MTG/BDO/25-26/1st, 19.02.26

Item No:-1::Page No-276,Item No-12.01/I/a:-Earthwork in excavation for foundation of structures as per drawing and technical specification including setting out, removing, spreading or stacking of spoils within a lead of 150m as directed and including triming the sides of the trenches, leveling, dressing and ramming the bottom, complete as per direction of Engineer - in - Charge in all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.iii) Without pumping out water but including shorting as required.

Item No:-2::SOR-2018, ROAD & BRIDGE WORK_Item No-4.05/Page no-245:: Supplying, spreading and compacting RBM to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, arricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary.

Item No:-3::SOR-2017, BUILDING WORK-Item No-03/Page 47 of 315:: Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.

Item No:-4::Cement concrete (1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any

Item No:-5::Item No:- 08 [ Page: 42 & 43, It No. 36 (f)]:-Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor).(f) 25 mm to 30 mm thick wooden shuttering with out staging in foundation.(PWD-W.B. Building Schedule Rate wef 01.11.2017).

Item No:-6::SOR-2018, ROAD & BRIDGE WORK_Item No-8.07/Page no-270:: Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm.mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65m. of which top 750 mm. is of section 100 x 13 mm.and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. (The rate is inclusive of cost of reinforcement, concrete,shuttering, nuts & bolts, washer etc. complete.)

GST @ Rs. 18%

Cess @ Rs.1%

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