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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. Ordinary rock |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) |
| 3 | Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction |
| 4 | Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 kg each.) |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 6 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Mild steel and Medium Tensile steel bars |
| 9 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) |
| 10 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 11 | Hiring of welding machine including supply of all material, labour and T&P etc required for proper completion of the work. |
| 12 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete |
| 13 | Supply and fixing heavy duty corrugated flexible pipe 4\\" diameter frost resistant including all required connectors ,clamp & clips charges, labour, fixing charges etc. including supply of all material, labour, T & P etc required for proper completion of work. |
| 14 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications of MORD Specifiction |
| 15 | Providing and laying of Empty Cement Bags ( Gunny Bags) filled with local sand and tightened using sutli and carriage upto site including preparing subgrade before placing in position, also including supply ofall material, labour, T&P etc required for proper completion of the work. |
| 16 | Providing/ arrangement of plumber for eight hours in a day with kit and all materials required for proper completion of work |
| 17 | Deployment of Beldar for Miscellaneous work in common area of colony premises for 12 months |
| 18 | Providing/ arrangement of Electrician for eight hours in a day with kit and all materials required for proper completion of work |
| 19 | Cleaning of Existing pipe line of different dia ranging from 2\\" to 4\\" dia including digging opening of pipe lines, cleaning of pipes, cutting, threading if required fixing and refilling of trenches including making good the road as directed by the E/I charge |
| 20 | HDPE Pipe 4'' , 110mm 4Kg./Cm2 |
| 21 | HDPE Pipe 6'' , 160mm 4Kg./Cm2 |
| 22 | Providing Following Diameter GI Pipe Medium Class ISI marked at site 80 mm dia |
| 23 | Providing Following Diameter GI Pipe Medium Class ISI marked at site 100 mm Dia |
| 24 | Providing Following Diameter GI Pipe Medium Class ISI marked at site 125 mm dia |
| 25 | Providing Following Diameter GI Special Tee ( Equal ) at site 80 mm Dia |
| 26 | Providing Following Diameter GI Special Tee ( Equal ) at site 100 mm Dia |
| 27 | Providing Following Diameter GI Special Tee ( Equal ) at site 125 mm Dia |
| 28 | Providing Following Diameter GI Special Union at site 80 mm Dia |
| 29 | Providing Following Diameter GI Special Union at site 100 mmDia |
| 30 | Providing Following Diameter GI Special Union at site 125 mm Dia |
| 31 | Providing Following Diameter GI Special Elbow at site 80 mm Dia |
| 32 | Providing Following Diameter GI Special Elbow at site 100 mm Dia |
| 33 | Providing Following Diameter GI Special Elbow at site 125 mm Dia |
| 34 | Providing Following Diameter GI Special Socket at site 80 mm Dia |
| 35 | Providing Following Diameter GI Special Socket at site 100 mm Dia |
| 36 | Providing Following Diameter GI Special Socket at site 125 mm dia |
| 37 | Providing Following Diameter GI Special plug at site 80 mm |
| 38 | Providing Following Diameter GI Special plug at site 100 mm Dia |
| 39 | Providing Following Diameter GI Special plug at site 125 mm |
| 40 | Providing Following Diameter GI Special Nipple (3'' ) at site 80 mm dia |
| 41 | Providing Following Diameter GI Special Nipple (3'' ) at site 100 mm Dia |
| 42 | Providing Following Diameter GI Special Nipple (3'' ) at site 125 mm dia |
| 43 | Providing Following Diameter GI Special Nipple (4'' ) at site 80 mm |
| 44 | Providing Following Diameter GI Special Nipple (4'' ) at site 100 mm |
| 45 | Providing Following Diameter GI Special Nipple (4'' ) at site 125 mm |
| 46 | Providing Following Diameter GI Special Nipple (6'' ) at site 80 mm |
| 47 | Providing Following Diameter GI Special Nipple (6'' ) at site 100 mm |
| 48 | Providing Following Diameter GI Special Nipple (6'' ) at site 150 mm |
| 49 | Providing Following Diameter GI Special Flange with Nut bolt at site For 80 mm dia G.I Pipe |
| 50 | Providing Following Diameter GI Special Flange with Nut bolt at site For 80 mm dia G.I Pipe For 100 ,125, 150 mm dia G.I / M.s Pipe |
| 51 | Providing Following Diameter GI Special Bend ( 90/45 /22.5 / 11.25 Degree ) at site 80 mm |
| 52 | Providing Following Diameter GI Special Bend ( 90/45 /22.5 / 11.25 Degree ) at site 100 mm Dia |
| 53 | Providing Following Diameter GI Special Bend ( 90/45 /22.5 / 11.25 Degree ) at site 125 mm dia |
| 54 | Providing Following Diameter Dia Gate valve at site Required for proper complection of the work 80 mm dia |
| 55 | Providing Following Diameter Dia Gate valve at site Required for proper complection of the work 100 mm dia |
| 56 | Providing Following Diameter Dia Gate valve at site Required for proper complection of the work 125 mm dia |
| 57 | Providing Non return valve at site with Required fittings for proper complection of the work 80 mm Dia |
| 58 | Providing Non return valve at site with Required fittings for proper complection of the work 100 mm Dia |
| 59 | Providing Non return valve at site with Required fittings for proper complection of the work 125 mm Dia Please Enable Macros to View BoQ information |
