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| 1 | dismantling brick work and stone work in lime or cement mortar i/c all respect |
| 2 | dismantling Cement concrete I/C work All Respect Si no 694 |
| 3 | Earth work in exvation251(a) |
| 4 | Earth work in filling with royalti cartage upto 8 km only |
| 5 | P.C.C (1:6:12) cement fine sand and brick ballast I/C All repect sor no=5.02=273 |
| 6 | Concrete with 4 cm gauge stone ballast, coarsesand & cement in the proportion of (8:4:1) i/c work all the respect sI no 281 |
| 7 | M-150 brick work in one cement and four corse send (1:4) and foundation I/C all repectsor no=6.04=305a |
| 8 | 12 Mm thick cement plaster with cement and coarse sand mortor (1:4) I/C work all respect |
| 9 | C.C in (1:2:4) with (C:CS:SG) including completed work all respect (ssi no = 279@) |
| 10 | R.C.C work with cement approved coarse sand & 2 guage approved stone grit in propoetions of (1:2:4) in slab (C:CS:SG)SI NO= 284 |
| 11 | 2.5 cm thiK D.P.C Work I/C work all respect SI NO 361` |
| 12 | M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage. Bend hooks, and authorised overlapping shall be measured and including cost of bindng wire.(sor no=10.05=504). |
| 13 | 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 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid inapproved fixed side formwork (steel channel, laying and fixing of 125 micron thickpolythene 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 ncluding provision of contraction and onstruction joints, pplyingdebonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, dmixtures as approved,curing of concrete slabs for 14-days,using curing compound (where pecified) and water finishing to lines and grade as per drawing and finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause1501. |
| 14 | supply and laying of grangular sub-base by provided well graded material for grading I.C sprading in unoforme layers with moter grader on prepare surface, mixing by mix in place method with rotawator at omc and compqtig with smoot while roller to achivev the desire the dencity complete as per technical specificstion close 401 |
| 15 | Dispostal of surpluse excavation soil upto 5.00 km as per direction of site inchare….. |
| 16 | S/F of black granite display board including supply & all work complete.(Only) AR |
| 17 | Deduction cost of bricks bats/tiles bats/ malwa etc. I/c work all respect. 2 (6) |
| 18 | GST Please Enable Macros to View BoQ information |
