Improvement of Road by using paver block at Bhim singh Sarani road at ward no.08, Under Tufanganj Municipality

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.

Earth work in excavation of foundation trenches or drains, in all sorts of oil (including mixed soil but excluding laterite or sandstone) including emoving, 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 amming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm.

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. (b) River bazree

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.

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

Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (iv) For Construction of Sub Base by compacting river bed materials.

(c ) Supplying and Laying in the specified pattern of Interlocking ConcreteBlock Pavements (ICBP) with concrete blocks (with Concrete grade as specifiedas per Table I of IS 15658 : 2006) manufactured from BIS licenseemanufacturer, with spacer nib (Small protruding profiles on thevertical face ofa paver block used as a device for keeping minimum joint gap in between the•ng blocks, as per Ct. 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 flexural strength/breaking load as per Annexure G of IS;15658.on the prepared base course of specified CBR as per Table I of IRC SP 63 (2018) or else as mentioned in design and drawing tvith a cushion of compacted bedding sand of 25-35 mm thick (grading of the bedding sand as per clause 6.5. I of IRC SP- 63) and filling up the gaps in between paver blocks With joint filling sand (the ding of the joint filling sand will be as per clause 6.52 of IRC SP 63) and completing the edges with cut blocks as per Ct. No. 8.7 of IRC SP— 63(2018) with proper confinement of bedding and joint filling sand, compactien.levetling and filling up of the edge gap. 80 mm thick. Grey

colour decorative

Supply & erection of Informatory Sign Boards having M.S. Channels/Angel Posts & 1.5 mm thick M.S. sheet & synthetic enamel paint over a coat of primer including lettering etc. all complete as per direction of EIC