|
| 1 | Earth work excavuhon by mechinal means (Hydraulic excavator) manual over area (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavalted earth lead upto 50 m and for all lift, as directed by engineer- D.S.R 2.6 |
| 2 | Proving and laying in position cement concrete of specified grade excluding the cost of centering and shutting - all work up to plinth level: 1:4:8 (1 cement:4 coarse sand (zone-III) derived from natural D.S.R 4.1.8 |
| 3 | Brick work with common burnt clay F.P.S. (non moduler) brick of class designation 7.5 in foundation and plinth in: cement mortar 1:4 (1 cement:4 corse sand) D.S.R 6.1.1 |
| 4 | P/L position cement concrete 1:2:4 cement, C sand & stone aggreate 20mm nominal including supply of materials labour and T&P etc required for proper completcion of the work and curing complete also including cost of formwork in foudation and flooor all complete D.S.R 4.1.3 |
| 5 | 12mm Thick Plaster 1:4 cement & C.sand labour materials T&P etc all Complete D.S.R 13.4.1 |
| 6 | Earth work cutting & filling including 3.00km all complete |
| 7 | Proving, laying spreding and compacting stone aggregates of 22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80- 100kn in stages to proper grade and camber, applying and brooming stone dust to fill up the interstices of coarse aggregate watering and compacting to the required density grading 3 as per technical specification clause 405 |
| 8 | construction of granular sub-base by providing well graded material grading-1, spreding in uniform kayers with matoe grader on prepared surface, mixing by mix in place method with rolavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per technical clause 401 |
| 9 | construction of un-reinforced, dowel jointed at expansion and construction join 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 m30 (grade), coarse and fine aggregates conforming 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 desing laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene ilm, wedges,steel plates including levelling the formwork as per drawing), spreding the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, contruction joints, applying debonding strips, primer, sealant, dowe; bars, near approaches to bridge/culvent and construction joints, admixtures as approved, cutting |
| 10 | Additional for non mettalic C.C surface hrder I/C all complete |
| 11 | Reinfored cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string course, fillcts, columns, pillars, piers, abutments, post and struts etc. above plint level up to floor five level, execluding cost of centering, shuttering, finishing and reinforcement:5.2.2 1:1.5:3 (1 cement :135 coarse sand (zone-III) derived form natural sources :3 grated stone aggregated 20mm nominal size derived froim natural sources) D.S.R 5.2.2 slab |
| 12 | Steel reinforcement for R.C.C work including straightenning, cutting bending, placing in position and binding all complate upto plint level. 5.22.6 thermo-mechanically treated bars of grade fe-500D or more D.S.R 5.22.6 |
| 13 | Centering & shutting in form work etc all completeslab D.S.R 5.9.3 |
| 14 | S/F sign board at site all comp Please Enable Macros to View BoQ information |
