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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 2 | All kinds of soil. |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 5 | 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 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 : |
| 7 | 1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete |
| 10 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 12 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 14 | Providing and errection of galvanised pressed steel tank of 109200 ltr capacity with staging of 9.00 mtr. height with all accessories such as nuts and bolts, ISMB, ISA, Ladder & Splice plate etc & inside all round platform in accordance with IS: 804-1967 water level indicator and cowl vent i/c complete work of pipe lines and fittings, sluice valve etc upto ground level and painting of one coat of Bitumen paint on inside and one coat of Anti-corrosive red oxide paint for out side etc complete. |
| 15 | Extra for addition of synthetic Polyester triangular fibre of length 12mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement concrete/ RCC/ Flooring/ water retaining structures by using 125 gram of synthetic Polyester triangular fibre for 50 kg cement used as per direction of Engineer-in-Charge. |
| 16 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work |
| 17 | 50 mm dia nominal bore |
| 18 | 65 mm dia nominal bore |
| 19 | 80 mm dia nominal bore |
| 20 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 21 | 40 mm nominal bore |
| 22 | 50 mm nominal bore |
| 23 | 65 mm nominal bore |
| 24 | 80 mm nominal bore |
| 25 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : |
| 26 | 100 mm diameterClass I |
| 27 | Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead : |
| 28 | 100 mm diameter pipe |
| 29 | Providing and laying S&S C.I. Standard specials such as tees, bends, collars tapers and caps etc, suitable for flanged jointing as per IS : 1538 : |
| 30 | Up to 300 mm dia |
| 31 | Supplying pig lead at site of work. |
| 32 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : |
| 33 | 50 mm nominal bore |
| 34 | 65 mm nominal bore |
| 35 | 80 mm nominal bore |
| 36 | Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : |
| 37 | 50 mm diameter pipe |
| 38 | 65 mm diameter pipe |
| 39 | 80 mm diameter pipe |
| 40 | Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality: |
| 41 | 100 mm diameter pipe |
| 42 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : |
| 43 | 50 to 80 mm nominal bore |
| 44 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work |
| 45 | 100 mm dia nominal bore |
| 46 | Constructing masonry Chamber with C.C 1:3:6 (1 cement : 3 corse sand : 6 graded stone aggregate 20mm nominal size) 100mm thick wall for gate valve/stop cock, with top cover 4mm thick M.S sheet with required hinges fixing etc, including necessary excavation, centering & shuttering, foundation concrete 1:4:8 (1 cement :4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and 12mm thick plastering inside & outside with cement mortar 1:4 (1 cement :4 coarse sand), all complete as per standard design. |
| 47 | 40x40x40cm inner size. |
| 48 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete. |
| 49 | 100mm (equal) nominal bore |
| 50 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : |
| 51 | 100 mm nominal bore |
| 52 | Providing & fixing G.I. flanged with specials including testing of joints : |
| 53 | 100mm diameter pipe Please Enable Macros to View BoQ information |
