37/SE/C-II/RB/KMDA/ W-28 (Part-VIII) of 2025-2026/SL-04 (3rd Call) DATE 13/08/2026

Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed.(a) By manual means : (i) From 25 mm to 50 mm thick.

Earth work in excavation of foundation trenches or drains, in all sorts of 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.

Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation.

Supplying, spreading and compacting Sand 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, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. (Add cost at site of the materials to arrive at the complete rate. The compaction factor for dry, clean sand may be taken as 0.835)

Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.

Ordenary Cement concrete(Mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering & reinforcement, if any in the ground floor as per relevent I.S.Codes ( d) With local hard black stone verity stone chipes (crusher broken) . (i) Pakur Variety

Wet Mix Macadam Base Course Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base / Base course on well prepared surfaceand compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

Supplying and laying in the specified pattern of Interlocking Concrete Block (ICBP) with Concrete Bloc with concrete grade as specified per Table 1 of IS 15658:2006) manufractured in steel mould clamped to vibrating table by hydralic pressure (as per cl no-6.30 of IRC SP 63(2018) from BIS licensee manufracturer with spacer nio (small protruding profile on the vertical face of a paver block used as device for keeping minimum joint gap in between the paving blocks as per Cl no 3.26 of IS : 15658) and specified size and sape with aspect ratio (The ratio of length to thickness of paver block asper Cl3.3 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 cushion of compacting 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 bewteen paver blocks with joint filling sand (the grading of the joint filling sand will be as per clouse 6.5.2 IRC SP 63 and completing the edges with cut block as per cl no-8.7 of IRC SP-63(2018) with proper bedding and joint filling sand and filling up of the edge gap 100 mm thick. Grey

Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. For works in foundation and upto roof of ground floor/upto 4 m Tor steel. JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL /SSL.

Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). For WBM / WMM Surface: