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| 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 | Proving and laying in position specified grade of reinforeced cement concrete, excluding the cost of centering, shuttering finishing and reinforcement - all work up to public level 1:1,5:3 (1 cement:1.5 coarse sand (zone-III) drived from natural sources :3 graded stone aggregate 20mm nominal size derived from natural sources D.S.R 5.1.2 |
| 4 | 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 |
| 5 | 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 |
| 6 | centering & shutterring in form work etc all complete. Footing D.S.R 5.9.1 |
| 7 | Column D.S.R 5.9.6 |
| 8 | Plinth Beam D.SR 5.9.5 |
| 9 | slab D.S.R 5.9.3 |
| 10 | Brick work with common burnt clay F.P.S. (non moduler) brick of class designation 7.5 in foundation and plinth in: cement mortar 1:6 (1 cement:6 corse sand) for foundation D.S.R 6.1.2 |
| 11 | Brick work with common burnt clay F.P.S. (non moduler) brick of class designation 7.5 in superstructure above plinth level up tp floor V level in all shapes and size in cement mortar 1:4 (1 cement:4 corse sand) D.S.R 6.4.1 |
| 12 | 12mm Thick Plaster 1:4 cement & C.sand labour materials T&P etc all Complete D.S.R 13.4.1 |
| 13 | Proving and applying white cement based pulty of average thickness 1mm, of approved band and manufacture, over the plastered wall surfaceto prepare the sufface even and smooth complete D.S.R 13.80 |
| 14 | Finishing walls with premium acrylic smooth exlecior paint with silicone additives of required shade new work (two or more coats applied @1.43 ltr/10 sqm over and including proming coat of exlerior primer aopplied @ 0.90 litr/10 sqm) D.SR 13.47.1rate for finishing walls with premium acrylic smooth exlerior paint with silicone addotives of required shade/sqm |
| 15 | structure steel work rivited bolted or welded in built up section truss and framed work including cutting hoisting fixing position and applying a promine coat all complete D.S.R No 10.16.1 |
| 16 | Applying priming coat with ready mixed red oxide zine chcomate primer of approved brand and manufacture on steel galvanised iron/steel work) D.SR 13.50.2 |
| 17 | Painting with synthetic enumel paint of approved brand and manufacture of required colour to give an even shade two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture D.S.R 13.62.1 |
| 18 | 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 |
| 19 | Earth work cutting & filling including 3.00km cartage all complete |
| 20 | Providing and laying spreading and completing stone aggregales of 22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80-100 kn in stages to proper grade and camber, applying and brooming stone dust to fill up the inlerstices of course aggregate, watering and corupacting to the required density grading 3 as per technical specification clause 405 |
| 21 | Construction of granular sub-base by providing well granded material granding 1, sprending in uniform layers with moter grander on prepaired surface, mixing by mix in place method with rotavoter at OMC, and compacting with smooth wheel roller to achieve to achieve teh desired density, complete as per technical clause 401 |
| 22 | Construction of un-reinfored 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 to IS:383 maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacityand appropriate weight 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, complete using needle screed and plates vibratoe and finished in continuous operation including provision of contraction and expansion, constrution joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and contruction joints, admixture as approved, cutting of concrete slabs for 14-days |
| 23 | Additional for non mettalic C.C surface hrdner I/C all complete |
| 24 | rubber moulded reflective Zig-Zag 80mm providing and laying of interlocking concrete block pavment having thickness 80mm as per drawing and technical specification clause 1504 S.I. No 6.7 total area |
| 25 | S/F sign board at site all comp Please Enable Macros to View BoQ information |
