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| 1 | Nirman karya |
| 2 | (WATER KIYOSK)Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5m (5 fts) and lead upto 30m. (100 fts.) & including filling, Watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed of by the Engineer-in-charge upto a distance of 30m (100 fts) from the foundation trenches. CHAPTER NO. 4 SR. NO. 1 SCH. P.W.D.251A |
| 3 | Providing and laying of cement concrete 1:4:8 (1 cement : 4 fine sand : 8 grade brick aggregate 40mm niminal 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. |
| 4 | 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.(305a) |
| 5 | R.C.C. work in 1:2:4 cement, C sand & stone grit 20mm nominal (Plinthbeem) size grit all complete work etc. (Sch. PWD 279b) |
| 6 | Mild steel used RCC slab/patiya etc. |
| 7 | 12mm thick cement plaster in wall surface 1:3 cement C sand all complete work etc.(580+583) |
| 8 | Supply & fixing 6mm thick approved china white coloured glazed tiles in flooring or dado laid with 1:3 cement and approved coarse sand mortar finished and joined with white cement slurry and pigment & polishing complete including supply for all materials, labour and T&P etc. required for proper completion of the work. (size of tiles upto 300x300 mm)(628) |
| 9 | Plumbring work |
| 10 | 2.5 cm. (1\\") thick 1:2:4 plain cement concrete floor with cement , approved coarse sand and 2 cm (3/4\\") graded approved stone laid in panels finished with 3 mm. (1/8\\") flooring coat of neat cement or cement and marble dust in 5:1 as specified over & including 8 cm (3\\") thick base concrete consisting of cement, local sand and brick ballast 4 cm (1.5\\") gauge in the proportion of 1:4:8 and removing any over lapping mortar at the joints of panels if any and giving them a uniform finish including supply of all materials, labour and T&P etc. required for proper completion of the work. |
| 11 | Shed roofing |
| 12 | Mild steel or iron work in heavy size such as trusses builtup gate frame etc. SI No. 503 |
| 13 | S/F of India Marka hand pump with sumersabul pump all complete work etc. |
| 14 | Refrigerator and filter |
| 15 | S/F of Inogation board all complete works etc. |
| 16 | (CC ROAD AND NALI)Cleaning jungle including uprooating of rank vegitation grass bush wood tree and spaling of grith up to 30 cm all complete. Pwd Si No. 259 |
| 17 | E/W excavation in foundation in ordinary soil (loam clay ,or sand including filling lift up to 1.5 m (5fts) and lead up to 30 m (100fts)& including filling ,watering and ramming of excavation earth into the trenches or into the sapce b/w the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by E/I etc (S.I. No.251) |
| 18 | Earthwork in embankment Mechanically compacted 95% proctor density. filling in ordinary soil excavation to be in the from of regular pits not exceeding 0.5 metre in depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required lavels and slops and also including 1.50 lift and 30 M lead. The earth from cutting to be used in making embankment or to be doposited as spoil banks within 30 m distance as directed by E/I. (Excluding roylty). by 5 Km. cartage |
| 19 | Earthwork in embankment Mechanically compacted 95% proctor density. filling in ordinary soil excavation to be in the from of regular pits not exceeding 0.5 metre in depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required lavels and slops and also including 1.50 lift and 30 M lead. The earth from cutting to be used in making embankment or to be doposited as spoil banks within 30 m distance as directed by E/I. (Excluding roylty). by 5 Km. cartage |
| 20 | P/L cement concrete 1:6:12 (1 cement ,6f/sand ,12 brick ballast 40 mm nominal size) including supply of all materials labour and T& P etc (S.I.No. 273) |
| 21 | M-150 First claas B/W in 1:4 (1 cement ,4 c/sand ) mortar.(S.I.No. 305 b ) |
| 22 | R.C.C work in 1:2:4 cement, c/sand & 20mm gauge sone grit IN SLAB etc as per S.I. No-284A |
| 23 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work etc SI No-504 |
| 24 | 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 |
| 25 | 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. |
| 26 | 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 |
| 27 | 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. |
| 28 | Construction of 900mm dia HP Culvert |
| 29 | Supply and fixing of 350 mm dia NP-3 hume pipe including cost of material loading unloading cartage up to site, all taxes etc. complete. |
| 30 | Supply and fixing of 650 mm dia NP-3 hume pipe including cost of material loading unloading cartage up to site, all taxes etc. complete. |
| 31 | S/F of display board. |
| 32 | (PARIKRAMA PATH)E/W excavation in foundation in ordinary soil (loam clay ,or sand including filling lift up to 1.5 m (5fts) and lead up to 30 m (100fts)& including filling ,watering and ramming of excavation earth into the trenches or into the sapce b/w the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by E/I etc (S.I. No.251) |
| 33 | Earthwork in embankment Mechanically compacted 95% proctor density. filling in ordinary soil excavation to be in the from of regular pits not exceeding 0.5 metre in depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required lavels and slops and also including 1.50 lift and 30 M lead. The earth from cutting to be used in making embankment or to be doposited as spoil banks within 30 m distance as directed by E/I. (Excluding roylty). by 5 Km. cartage |
| 34 | P/L cement concrete 1:6:12 (1 cement ,6f/sand ,12 brick ballast 40 mm nominal size) including supply of all materials labour and T& P etc (S.I.No. 273) |
| 35 | M-150 First claas B/W in 1:4 (1 cement ,4 c/sand ) mortar.(S.I.No. 305 b ) |
| 36 | Mild steel or iron work in heavy sizes such as trusses, builts up gates, door frames ,records racks roof work ,gates etc. wrought to required form, including drilling holes, rivetting or welding where necessary, and also including supply of steel ,bolts, nuts and wastages etc. and their fixing required for completion of the work. |
| 37 | 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 |
| 38 | 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 |
| 39 | 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 |
| 40 | 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 |
| 41 | (STAIR)Clearing jungle including uprooting of rank vegetation grass ,bush ,wood trees and sampling of grith up to 30cm measured at height of 1 m above ground level and removal of rubbish up to distance of 50 m etc SINO 259 |
| 42 | Earth work excavation in foundation in ordinarysoil including lift UP to 1.5m and lead 30m with filling watering and raining of excavation of earth as per S.I. No-251 |
| 43 | P/L cement concrete 1:2:4 ( 1cement ,2 c/sand , 4 stone ballast 40 mm ) etc SI no 279(A) |
| 44 | P/L cement concrete 1:1.5:3 (1cement ,1.5c/sand,3 stone gritts 20mm gauge ) S.I. No. 284b |
| 45 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work etc SI NO 504 |
| 46 | M-150 Brick work in the 1 cement & 3 coarse sand in superstructure including all cost complete as per S.I. No-307 |
| 47 | Railing |
| 48 | 12mm thick cement plaster 1:3 cement C sand all complete work etc. SI NO 583 |
| 49 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement :5 coarse sand) with joints finished flush.(Red Sand Stone) |
| 50 | S/F of sign board etc |
| 51 | (GOLAMBAR & BENCH)Earth work excavation in foundation in ordinary soil including lift UP to 1.5m and lead upto 30mm etc (S.I. No-251) |
| 52 | E/W cutting/filling in ordinary soil in cartage up to 5km etc. |
| 53 | Providing and laying of cement concrete 1:6:12 ( 1 cement: 6 fine sand : 12 grade brick aggregate 40mm nominal side)SI NO. 273 |
| 54 | 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.(305a) |
| 55 | 12 mm thick plaster in 1:3 ratio of cement morter(1 cement, 3c/sand).(SI NO 583) |
| 56 | P/L D.P.C. 1:2:4 (1cement ,2c/sand,4 stone gritts 20mm gauge ) S.I. No.361 |
| 57 | GARDEN BENCH |
| 58 | (TINSHED)Earth work excavation in foundation in ordinary soil including lift UP to 1.5m and lead upto 30mm etc (S.I. No-251) |
| 59 | P/L cement concrete in1:4:8 with cement F/sand&40 mm Gauge B/blast in foundation as per S.I. no 275 For Wall foundation |
| 60 | P/L M 150class B/W in1:6 cement & fine sand mortor in foundation upto plinth asper. |
| 61 | P/L cement concrete 1:1.5:3 (1cement ,1.5c/sand,3 stone gritts 20mm gauge ) S.I. No. 284 b |
| 62 | P/L sand with ramming |
| 63 | P/L cement concrete 1:1.5:3 (1cement ,1.5c/sand,3 stone gritts 20mm gauge ) S.I. No. 284 b |
| 64 | P/L cement concrete 1:1.5:3 (1cement ,1.5c/sand,3 stone gritts 20mm gauge ) S.I. No. 284 b |
| 65 | M.S. work all complete work etc SI.NO.501 |
| 66 | Mild steel or Iron work in heavy sizes such as trusses, builtsup gates ,door frames records racks roof work gates etc. including drilling holes , rivetting or welding where necessary and also including supply of steel bolts, nuts nuts and wastages etc. |
| 67 | Galvanised corrugated iron (G.I. )Roofing ( All fittings, hooks , bolts , G.I. bolts etc. are included . |
| 68 | Wall painting with premium acrylic smooth exterior with silicone paint of approved brand and manufacture to give an even shade two or more coats on new work ist quality (Royal ,Asian / Barger) CH-15 S.I. 30 |
| 69 | Add 12% Elect. work |
| 70 | ADD GST 18% Please Enable Macros to View BoQ information |
