Construction of Different Development works at Booth No-73, in ward No-09 and Scheme ID is (APAS/01/034/73/0001, APAS/01/034/73/0002, APAS/01/034/73/0003, APAS/01/034/73/0004,APAS/01/034/73/0005) within Kaliyaganj Municipality area-1 2 3 5 6 7 8 9 10 11 Earth work in filling in compound, tank, low land, ditches etc. with good earth, in layers not exceeding 150 mm. including breaking clods and consolidating the same by ramming and dressing complete. (Payment be made on profile measurement before and after the work)(b) (i) With carried earth arranged by the contractor within a radius of 3 km. including cost of carried earth. Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth Earth work in excavation of foundation trenches or drains, in all sorts soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within lead of 75 m. In ground floor including roof.(a) upto 150 mm. thick 4 (b) In superstructure, ground floor 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. Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (ii) With 1:4 cement mortar (b) 15 mm thick plaster Reinforcement fr reinfrced cncrete wrks in all sorts structures including distributin bars stirrups binders initial straightening and remval f loose rust (if necessary ), cutting t requisite length , hking and bending t crrect shape placing in prper psitin & binding with 16 gauge black annealed at every intersectin, cmplete as per drawing & directin. a) Fr wrk in fundatin, basement & upt rf f grund flr/ upt 4 m. (a) For works in foundation and upto roof of ground floor/upto 4 m II. JSW/JSPL/SHYAM/SRMB/BMASL/ELECROSTEEL/SSL 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 shuttering without staging in foundation Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. a) Pakur Variety 12 13 14 Supplying and Laying in the specified pattern of Interlocking Concrete Block Pavements (ICBP) with concrete blocks (with concrete grade as specifled as per Table 1 of IS 15658:2006) manufactured in steel mould clamped to a vibrating table by hydraulic pressure (as per cl. no. 6.30 of IRC: SP: 63 (2018), from BIS licensee manufacturer, with spacer nib (Small protruding profiles on the vertical face of a paver block used as a device for keeping minimum joint gap in between the paving blocks, as per Cl. No 3.26 of IS: 15658)and of specified-size and shape with aspect ratio (The ratio of length to thickness of a paver block as per CLNo.3.3 of IS: 15658) as per Table 2 of IS:15658 with flexural strength/breaking load as per Annexure G of IS:15658, on the prepared base course of specified CBR as per Table 1 of IRC SP 63 (2018) or else as mentioned in design and drawing with a cushion of compacted bedding sand of 25-35 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps in between paver blocks with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2 of IRC SP 63) and completing the edges with cut blocks as per Cl. No. 8.7 of IRC SP-63(2018) with proper confinement of bedding and joint filling sand, compaction.levelling and filling up of the edge gap. 100 mm thick. Grey Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineerin- charge including uprooting and removing plants and jungles when and where necessary. (a) Depth up to 150 mm (A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)
