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| 1 | Part-A (CC Work)Earth work in cutting in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50m n depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slops and also including lift 1.5m and lead 30m the earth inform of cutting to be usedas spoil banks within 50m distance as directed by the E/I .S.I. No 253 (a) |
| 2 | Water Bound Macadam Sub-base (A) W.B.M. Grade-3 Providing laying spreading and compacting stone aggregates of specific size to water boundmacadam, specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 Km in stages to proper grad and camber, applying and brooming stone screeing/binding materials to fill-up the interstices of coarse aggretate, watering and compecting to the required density grading 3 as Per Technical specification clause 405(2) |
| 3 | CEMENT CONCRETE PAVEMENT(C.C ROAD) construction of un-reinforced 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) (1:1.5:3) coarse and fine aggregates conforming to IS 383 maximun size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed side from work (steel channel laying and fixing of 125 micron thick plastic sheet, wedges steel plates including levelling the form work as per drawing) spreading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continuous opration including provision of contraction and expansion construction joints applying debonding strips primer, sealant admixtures as approved curing concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification (approved Quarri grit) Ch. 20-20 (CC Work) |
| 4 | Excavation in foundation in ordinary soil (Loam, clay or sand) including lift up 1.50 M & lead upto 30m including filling watering and ramming of excevated earth upto the trenches or into the space between the building & sides of the foundation trenches orinto the plinth and remocal & disposal or surplus earth as directed by the E/I as upto a distance of 30m from the foundation trenches. (SI 251) (CC Work) |
| 5 | Providing & laying cement concrete in 1:6:12 (1 cement : 6 coarse sand : 12 graded stone ballast 40mm nominal size) & curing complete, including cost of form work. In Foundation & floors. (SI 273) A(CC Work) |
| 6 | Class -150 brick work in 1:4 cement C/sand of in foundation and plinth including supply of all materials, labour & T&P ect. Required for proper completion of the work.6-1-1 (CC Work) |
| 7 | 12mm thick plaster in 1:4 cement and coarse sand mortor over brick work minium thickness not to be less than 10mm including supply of all materials labour and T&P etc. required for proper completion of the work (584 -II)(CC Work) |
| 8 | Providing and laying cement concrete in 1:2:4 ( 1 cement : 2 Coarse sand : 4 graded stone aggregate 20 mm nominal size) including supply of all material, labour and T&P etc, required for proper completion of the work all work upto plinth levelPWD SI.No 279 (A) (CC Work) |
| 9 | Providing & fixing Typical informatory sign board asper MORD specification and drawing. Three M.S. plate of 1.6 mm thick, top and middle plate duty welded with M.S. flat iron 25mm x 5 mmsize on back on edges. The lower plate will be welded with M.S angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of lower most plate and flat iron frame of middle plate will be welded to 2 Nos. 75mm x 75mm of 12 SWG sheet tubes post duly embedded in cement conc. M-15 grade black of 450mm x 450mm x 600mm below ground level. All M.S. will be stove enametat on both sides. Lettering and Printing arrows, border etc.will be painted with ready mixed sign thick enamd paints of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer andtwo coats of epoxy paints as per drawing clause 1701 and annexure 1700. |
| 10 | Part-A (CC Work) 05 Year Maintenance Charge @ 2.50%Routine Maitenance of road for 05 Years after the competion of work (Videshasanadesh No. 17/2024/सा0-113/23-1-2024-23-1099/113/2023 Dated16.01.2024 & letter No. 36890C/RMC/Mool-23-24 Dated 17.02.2024 of ENCPWD. Rate Excluding of G.S.T.)1-1st Year @ Nill |
| 11 | 2nd Year @ 0.25% |
| 12 | 3rd Year @ 0.50% |
| 13 | 4th Year @ 0.75% |
| 14 | 5th Year @ 1.00% |
