HIDCO/AGM(E)IV/Rp/NIT144/25-26

Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or andstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary rimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete.

Filling in foundation or plinth by silver sand in layers not exceeding 150mm as directed and consolidating the same by through saturation with water ramming complete including the cost of supply of sand . (B)do By fine sand

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.

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

Supplying and laying in the specified patteren of Interlocking Concrete Block Pavement (ICBR) with concrete blocks (with concrete grade as specified as per table 1 of IS 15658 : 2006) manufactured 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 Cl. No. 3.3 of IS : 15658) as per Table 2 of IS : 15658 with flextural strength/breaking load as per Annexture 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 the edge gap. 60 mm thick Coloured Decorative

Supplying and laying Pre-cast road kerb stone as per drawing enclosed using with M-25Grade Ready Mixed Concrete and coarse aggregate as per standard specification laid down in IS 456 including steel shuttering and table vibrator and excavation of earth providing 50 mm thick Cement Concrete (1;3;6) and back filling with earth also 10mm thick Flush Pointing in cement mortar (1;4)over duly prepared surface as per direction of the Engineer in Charge complete including Transportation & including all charge of taxes and duties and any incidental charges. On Footpath Side Size (B) 410mm x300mm x150mm

Supplying and laying Pre-cast Road Channel as per drawing using with M-25 grade Ready Mixed concrete and coarse aggregate asper standard specification laid down in IS 456 including steel shuttering and as per direction of the Engineer in Charge complete including Transportation and including all charges of taxes and duties and any incidental charge. Size 500mmx250mmx100mm

Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed.

Labour for picking up existing disturbed paver block including preparing the existing after completion of the sub grade by plate compactor and sprinking water and relaying the existing paver block in proper line 2levrl including sand cushloing with existing collected sand at minimum 25mm thick below paver block joint all property filled in and with sand including cost of hire charges of plate compactor and pump as per direction of EIC.

Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge.

Hire and labour charges of J.C.B .etc

Supply Unskilled labour.

Add CGST @9% of total amount to Rs.11,12,335.00

Add SGST @9% of total amount to Rs.11,12,335.00

Add Construction Cess @1% of total amount to Rs.11,12,335.00