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| 1 | Nirman karya |
| 2 | E/W cutting/filling in ordinary soil in cartage in 5km all complete work etc. |
| 3 | M-150 Class brick work in 1:4 cement 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. 305B |
| 4 | 12 mm thick plaster in 1:3 cement & fine sand mortar etc(SI NO 582) |
| 5 | 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. |
| 6 | 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 |
| 7 | S/L of 125 micron polythene etc |
| 8 | Construction of un-reinforced, dowel jointed,at expansion and construction joint 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 1501.2.2M30 (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 in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in confinuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, scalant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved curing of concrete slabs for 14 days including trimixing by floating method & adding hardener in required quantity and depth upto 5 cm complete as per direction of Engineer in charge to meet tenchincal specification. |
| 9 | S/F 100/110mm 0 pvc pipe all complete work. |
| 10 | Cleaning at site all complete work etc. |
| 11 | S/F of display board. |
| 12 | SHAUCHALAYA & URINALE/W Excavation in foundation in ordinary soil as per SI.NO.251 |
| 13 | Filling of sand under floor including watcring, ramming, consolidation and dressing complete.(Chapter-1) , Sr. no-9) |
| 14 | P/L in 1:4:8 in foundation with cement fine sand & 40 mm gauge b/ballast as per SI. no.275 |
| 15 | 2cm thick D.P.C with cement and approved corse 1:2 with the including water proofing material as per SI.NO.360 |
| 16 | M-150 Class brick work in 1:4 cement 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.(305 b) |
| 17 | R.C.C. work in 1:1.5:3 cement, C sand Plinthbeem size grit all complete work etc. SI.no.285 b |
| 18 | 150 class brick work in 1:3 csand mortor in s/s etc all cost complete as per SI.NO. 305b+309 |
| 19 | Plaster work in 1:3 cement & c/sand mortar etc as per S.I. No-583 |
| 20 | R.C.C. work in 1:2:4 cement, C sand & 20mm gauge stone grit etc all cost complete as per SI.no.279 b |
| 21 | R.C.C. work in 1:2:4 cement, C sand mortar in lintel as per SI.no.283 |
| 22 | R.C.C. work in 1:1.5:3 cement& c sand mortarin slab as per SI.no.284 b |
| 23 | S/F reinforcemnet in R.c.c. work work including all cost complete as per SI.NO. 504 |
| 24 | P/L rectified glazed ceramic wall tiles 300x300 mm size of 1st quality confirming to IS:15622 of approved make in colors.(DSR 11.36) |
| 25 | Finishing of wall with water proof cement paint in three coat as per SI.No. 660+661 |
| 26 | S/F mild steel 35 mmx35 metride door frame & steel panel all complete work etc SI.no.503 |
| 27 | S/F White glazed earthern ware (orissa type) PAN 580 mm dia (ch.22 s.no.2+ch24 S.NO.23.111 (B) {1220+249=1469} |
| 28 | S/F White glazed Anglo indian W.C. pan 580 mm dia. (ch 22 S.no. 5+ ch 24 S.no-23.112 (b) {3000+268 = 3268} |
| 29 | S/F Wash hand basin white glazed fire clay sink 550x440 mm size (ch 22 S.no-12)+ Ch 24 S.no. 23.127 (a) {895+212=1107} |
| 30 | PVC pipe (6kh/ cm2.pressure) Kissan/ supreme quality.75 mm dia ( for extra air)(ch-1 extra item-33) |
| 31 | PVC pipe (6kh/ cm2.pressure) Kissan/ supreme quality.90 mm dia (for rain water )(ch-1 extra item 32) |
| 32 | PVC pipe (6kh/ cm2.pressure) Kissan/ supreme quality.110 mm dia (sewer line)(ch-1 extra item-31) |
| 33 | Providing and fixing brass bib cock ISI marked approved quality as direction of engineer in chare (21 b.15) (2016)20 mm nominal bore |
| 34 | Squatting type Urinal seats for standard size 450x350mm chapter no. 22 s.no. 11 |
| 35 | Supply of toti for urinal all complete work etc. |
| 36 | S/F of water tank |
| 37 | All electric work including connection of light, bulb, wire etc complete. |
| 38 | ADD GST 18% Please Enable Macros to View BoQ information |
