HIDCO/AGM(E)IV/RP/NIT139/25-26

Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. In ground floor including roof. (a) upto 150 mm. thick

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.

Supplying ready mixed concrete of M 25 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. [cement to be supplied by the Manufacturer/ supplier] In Ground Floor and Foundation (i) Without approved concrete pump

Supplying ready mixed concrete of M 20 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. [cement to be supplied by the Manufacturer/ supplier] In Ground Floor and Foundation (i) Without approved concrete pump

Supplying & laying pe-cast kerb stone as per drawing enclosed using with M-25 grade ready mixed concrete and coarse and fine aggregate as per standard specification laid down in IS 456 including steel shuttering and using table vibrator and including excavation of earth if necessary and also providing foundation concrete 50mm thick (1:3:6) with jhama concrete and back filling within earth filling the joint by 10mm. thick cement mortar (4:1) over duly prepared surface as per approved drawing and direction of EIC complete, including all transportation. a) 550mm x 300mm x 150mm

Relaying disturbed kerb stone on new lime concrete (18 : 36 : 100) bed up to 75 mm thick.

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 Grey

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 level including sand cushoning with existing collected sand at minimum 25mm thick below paver block and joint all properly filled in with sand including cost of hire charges of plate compactor and pump as per direction of EIC.

(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)

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 (a) 20 mm thick plaster In Ground Floor

Hire charges of Backhoe-Loader 1 Cum bucket capacity for spreading, cutting, levelling and clearing the Land as per direction of EIC.

[Minimum Wages of Labour Commissionerate Govt of WB Dated - 17.06.2025] Supply of Unskilled Labour for cleaning and dressing of the land as per direction of EIC.

Add CGST @9% of total amount to Rs.12,20,679.61

Add SGST @9% of total amount to Rs.12,20,679.61

Add Construction Cess @1% of total amount to Rs.12,20,679.61