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| 1 | Demolishing reinforced cement concrete Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in -charge. |
| 2 | Demolishing Brick work in cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. |
| 3 | Deduct the cost of old bricks S.I N0 1(A) SOR 2022 |
| 4 | Ded the cost of old bricks /batts S.I N0 1(F) SOR 2022 |
| 5 | Cleaning of silt/sludge in foul condition lift upto 30 m distance etc all completed as per direction of engineer in charge . |
| 6 | S/L Concrete (1:6:12) with 40 mm gauge brick ballast ,fine sand of 1.25 f.m and cement in foundation and under floor including all materials,labour,tools, & plant etc all completed as per the direction of engineer - in - charge. |
| 7 | R.C.C work with cement ,approved coarse sand & 2cm gauge approved stone grit in proportions of 1:1.5:3 in lintels of doors &windows excluding supply of reinforcement and its bending ,but including its fixing and binding wire including necessary cantering and shuttering etc .and supply of all materials,labour,tools& plants etc. required for proper completion of the work including cost of binding wire. the rate excludes making of drip course which shall be paid extra etc all complete as per direction of engineer in charge. |
| 8 | S/F M:S (tor steel or plain) in plain work such as R:C:C or R:B work including bending for proper shape as necessary including bending for proper complition of the work and including supply of all steel & wasteage, bend, hooks, and authorised overlappinf shall be measured etc all complete as per direction of engineer in charge. |
| 9 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.DSR 2023 16.83 |
| 10 | Dewatering/Diversion of water by diesal engine pump including opretor,fuel,required length of flexible pipe for proper disposel of water etc all SOR 2025 S.I N0-5.08. |
| 11 | Earth Work in Embankment (lead upto 8 km) in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth earth work in embenkment to in 20 cm layers including remming and dressing the surface to required levels and slops also including 1.50 m lift and 30 m lead. The earth form cutting to be used in making in embekment or to be disposited and spoil banks with in 30 |
| 12 | M-150 Brick work in 1:4 one cement and four course sand mortar in foundation and plinth Including suppy of all material labour,T&P etc required for proper completion of the work S.I No 305(a) |
| 13 | S/L 12 mm thcik plaster (1:4) with cement & coarse sand including all materials,labour,tools, & plant etc all completed as per the direction of engineer -in - charge.S.I N0-584 |
| 14 | S/S of 22.4-53mm gauge stone ballast with stacking for measurement etc all complete as per direction of engineer in charge |
| 15 | Consoliadtion of stone ballast. |
| 16 | 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), 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 |
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