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| 1 | Nirman karya |
| 2 | Earth work excavation in foundation in ordinary soil including lift UP to 1.5m and lead 30mm with filling watering and raining of excavation of earth as per S.I. No-251 |
| 3 | Providing and laying of cement concrete 1:6:12 ( 1 cement: 6 fine sand : 12 grade brick aggregate 40mm nominal side) including supply of material labor and T&P etc. Required for proper completion of the work and curing complete also including cost of form work in foundation and floor. CHAPTER NO. 6 SR. NO. 1 SCH P.W.D. 273 |
| 4 | M-150 First class B/W in 1:4 (1 cement ,4 c/sand ) mortar.(S.I.No. 305 b ) |
| 5 | 12 mm thick plaster in 1:3 cement & fine sand mortar etc(SI NO 582) |
| 6 | 2.50 cm. (1\\") thick damp proof coarse with cement concrete consisiting of one part cement 1.5 parts approved coarse sand and 3parts approved 13mm. (1.5\\") graded stone grit and including water proofing materials as ordered by the engineer-in- charge in the proportion as specified by the manufacturers. AS per SOR ITEM NO. 361 |
| 7 | E/W cutting/filling in ordinary soil in cartage in 5km all complete work etc. |
| 8 | Construction of granular sub-base by providing well graded materials, spreading in uniform layer with motor grader on prepared surface ,mixing by mix in place method with rotavator at OMC , and compacting with smooth wheel roller to achieve the desired density , complete as per technical specification clause 401. |
| 9 | Providing /laying (WBM grading 3rd) spreading and compacting stone aggreagated of 53-22.4mm size to water bound macadam specification including spreading in inform thickness hand packing rolling with smooth wheel rooler 80-100kn In stage to proper grade and camber applying the brooming stone screening to fill up the interstices of cease aggregate watering and compacting to the required density.(as per specification on attached analysis of rate by PWD) S.no. 4.7 clause 405 Chapter no.4 |
| 10 | Supplying and laying of 80mm thick rubber molded zig-zag interlocking tiles joint fillup sand as proper camber all complete etc. CHAPTER NO. 20 SR. NO. 8 SCH. P.W.D. 6.7 |
| 11 | BOUNDRYWALLEarth work excavation in foundation in ordinary soil including lift UP to 1.5m and lead 30mm with filling watering and raining of excavation of earth as per S.I. No-251 |
| 12 | Concrete with 40mm gauge stone ballest, cement and sand in foundation in the proportion of 8:4:1 including supply of all material, labour,tools &plant as per S.I No-281 |
| 13 | M-150 Class brick work in 1:3cement and Corase sand of 1.25 fm mortar in foundation and filling including supply of material labor and T&P etc. required for proper competition of the work. CHAPTER NO. 6 SCH P.W.D. 307 |
| 14 | 12mm thick cement plaster in wall surface 1:4 cement C sand all complete work etc.(583+587) |
| 15 | R.C.C. work in 1:1.5:3 cement, C sand & stone grit 20mm S/G mortor all labour T&P complete work etc. chapter no.05 item no.285A |
| 16 | Mild steel or iron in plain worksuch as reinforced concrete or reinforced brickwork etc SI NO.504 |
| 17 | Supply and fixing of steel gate, hallow pipe 2.5 |
| 18 | One primer coat & two coat of all destemper on new work including labour & T&P as required for proper completion of the work SI. (649+650). |
| 19 | Painting or Varnishing on iron works in small areas or new wood work with one coat of ready mixed priming paint & one coat of approved superior ready mixed paint of clear synthetic varnish including supply of all materials, labour and T & P etc. chapter no. 15 sch. p.w.d 641+642 |
| 20 | Supply and fixing fancy light on boundry pillar/column including supply of wire and all fitting complete as per market rate. |
| 21 | Cleaning at site all complete work etc. |
| 22 | ADD GST 18% Please Enable Macros to View BoQ information |
