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| 1 | Dismantling cement concrete or brick or granolithic floors including base concrete and including stacking of dismantled materials as directed by the Engineer-incharge within a distance of 60 metre (200 feet). |
| 2 | Dismantling of old brick laid on edgekharanja/Tiles including stacking of old bricks . |
| 3 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (A) Bituminous Courses |
| 4 | Exavation in foundation in soil mixed with mooram,shingle, kankar requiring the use of special tools and plant such as pickaxes, sabbals etc. including lift upto 1.50m and lead upto 30m and including filling watering and ramming of exavated earth into the trenches or into the sides of foundation trenches or iinto the plinth and removal and disposal of surplus earth as directed engineer in charge |
| 5 | Earth work in filling with ordanry soil including lead up to 30 mtr and lift up to 1.5 mtr, including extra cartage up to 8.00 km |
| 6 | Supply,Laying and Consolidation of 22.40-53 mm gauge stone Ballast |
| 7 | Laying of Interlocking Tiles of 60 to 80 mm thick including levelling and dressing of surface up to required level and slopes over 30 mm thick bed and filling joints with fine sand including cost of fine sand, labour, T&P etc complete But excluding cost of Tile as directed by Engineer in charge. |
| 8 | Supply and Laying of Rubber moulded C.C Interlocking Tiles 80mm thick in road pavement having a compressive strength not lass than 300 kg / cm2 including 40 mm thick bed of fine sand of F/M 1.25 |
| 9 | Providing and Laying of Gras Paver Block/Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. paver block of M-40 grade with approved color design and pattern. |
| 10 | Construction of un-reinforced, dowl jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30(Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and finished with Power Trowel Cum Floter-Trimix Flooring Machine. Technical Specification Clause 1501 |
| 11 | Providing and laying cement concrete in 4:2:1 of not less than strength of M-150 stone ballast (20 mm nominal size), approved coarse sand and cement, curing complete including of cost of form work in foundation and floors-completion of the work as per direction of the E / I. |
| 12 | 12 mm thick plaster in 1:4 cement & Fine sand mortor over brick work minimume thickness not less then 10 mm including all supply of meterial , Labour T&P etc S.I.No. 584 |
| 13 | Providing and applying Primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.70 Kg/Sqm using mennual means. |
| 14 | Providing and applying tack coat on bituminious surface. @ 0.250 Kg/Sqm. bitumen of grade VG-10, Including heating the bitumen,spraying the bitumen with mechanical operated spray unit fitted on bitumen boiler, cleaning and preparing the the existing road surfce as per specifications |
| 15 | 2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stonechippings of 13.2 mm size and 11.2 mm size respectively per 100sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).With paving Asphalt grade VG - 30 with no solvent |
| 16 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. |
| 17 | Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ by various sizes including demolishing of R.C.C. work manually/ by various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in-charge. |
| 18 | First class B/w in 1:4 Cement C'sand mortor in Sub Structure including supply of all meterial labour t&P etc required for proper completion of work |
| 19 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality EHD - 35 Circular shape 560 mm internal dia |
| 20 | RCC Work with cement, approved coarse sand and 2 cm gauge approved stone grit in proportions of 1:1.5:3 in Slab |
| 21 | Supply, Fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications including supply of all material, labour, Tools & Plants etc. required for proper completion of work |
| 22 | M.S. or iron work of small sizes and section such as holding down bolts, hold fast, tie rods grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work |
| 23 | Cartage for Disposal of all malba surpluse earth etc upto 5.00 Km |
| 24 | Cartage of brick/stone ballast, kankar shingle or sand etc. by head load upto 90 metres or 3 chain including loading and unloading but excludind stacking. |
| 25 | Errection of barricades consisting of two row of horizontal wooden ballies 8 cm dia at 45cm center to center and vertical posts of 8cmx10cm size wooden bargas or 10 cm dia ballies 2.10 meter center to center 1 mtr to 1.25 mtr projection above ground level and 0.45 mtr embeded below ground level, securely tightened with superior quality of fine narial rope, including supply of all material] labour, T&P etc. Required for proper completion of the work according to standard design issued wide C.E's No. 4261C/1013C/74 Dated 2-8-74, but in metric dimension given above and as directed by the engineer in charge and including its removal, leveling and dressing of the site when done with. |
| 26 | Trali for transport of old RCC Drain cover |
| 27 | Providing Hydraulic Exavator of 0.90 cum bucket with 138 HP |
| 28 | GST 18 % Please Enable Macros to View BoQ information |
