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| 1 | Construction of embankement with approved material obtained from availabe land as permitted and approved by Engineer-in- Charge and as per Techinal Speciation Clause 301.3.4.1, with all lifts and leads spreading , grading to required slpoe and comacted to meet requirement or Table 3001.1 and 300.2 as per Technical Specification clause 301.5 |
| 2 | Construction of Granular Sub Base by Providing Coarse Graded Material, spreading in uniform layers with motar grader on preapared surface, mixing mix in place method with Rotavator at OMC, and compacting with Vabratory Roller to achieve the desired Density complete as per Clause No - 401 and also supply of all material labour and T&P etc as required for proper completion of the work. (Clause 401) Grading II |
| 3 | Construction of dry lean cement concrete DLC Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. |
| 4 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement (PQC M - 35 Grade) over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing |
| 5 | Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 6 | Reflective Raised Pavement markers ( Road Studs/Cat Eye) Supply and fixing of reflective raised pavement marker with its body surface made fo tough ASA (Acrylic styrene Acrylonirite) or HIPS (Hi- impact Polystyrene) or acrylonitrile butadiens slyrenc (ABS). The marker shall Supported a load of 1335 kg tested in accordance with ASTMD 4280 and its reflective panels shall consist of number of lenses containing single or dual prismatic cubes of providing total internal reflection of the light entering the lens face retro reflecting surface shall preferably be 35±5°to base and area of each retro-reflecting surface shall not be less than 13.0 sqcm road studs shalls be legibly marked with name trade mark or other means of identification of the manufacturer Dimensions of road studs should not be less than 100mm X 100mm X 10mm |
| 7 | Providing and Laying hot applied thermoplastic compound 2.50 mm thick including reflactorising glass beads @ 250 gms per SqM area thickness of 2.50 mm is exclusive of surface applied glass beads as per IRC : 35. The finish surface is to be lavel, uniform and free from streacks and holes as per MORTH Specification no ;- 803. |
| 8 | Providing and laying factory made chamfered edge coloured precast Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of 80 mm thick ordinary coloured, I shape, 30 mpacompacted bed of 25 mm thick local sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in- Charge. with approved colour design and pattern |
| 9 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and stuttering - All work up to plinth level 1:1.5:3 (1 cement :4 coarse sand (zone -III) :8 graded stone aggregate 40 mm (nominal size) |
| 11 | Earth work inexcavation by mechenical means (Hydraulic excavator)/ manual mean in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the |
| 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and stuttering - All work up to plinth level 1:2:4(1 cement :2 coarse sand (zone -III) :4 graded stone aggregate 20 mm nominal size) |
| 13 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting fixing in position and applying a priming coat of approved steel primer all complete. |
| 14 | Painting with synthetic enamel paint of approved brand and quality of required colour to give an even and smooth shed with two coat over and under coat of suaitable shade with ordinary paint of approved brand and manufacture including supply of all material Labour T & P etc as required for proper completion of the work. |
| 15 | Providing installing and fixing retro-reflective Single Sided Sign Boards (size 2.44x1.50m) comprising of aluminium composite panel (ACP) mill finished or AVDF coated or as specified as base board, micro prismatic retro0reflective sheet and electro cut coloured overlyay film. The aluminimum composite panel (ACP) shall hae a thickness of 4mm. The ACP shall be fixed with pop riveting or with self taping SS screws 5mm dia spaced not more than 300 mm center to center of the frame. On the front face of the ACP, micro prismatic retro-reflective sheet (Avery Dennsion/3M) conforming to Type-XI of ASTM : D 4956-09 shall be pressure fixed a sbackground sheet (In white colour) which will be over laidwith electro cut transparent film of approved make and colour to create a disired road sign and information message. Therate shall included all materials, labour, equipments, fabrication transporatation, erection, installation and incidentals all compete as per direction of Engineer-in- Charge. Only front area of the boardshall be measured for payment. (All structural sheet work, pipe Frame shall be maid for senarately). |
