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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. DSR 2.6 |
| 2 | All kinds of soil DSR 2.6.1 |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m inwidth or 10 sqm on plan), including dressing of sides and ramming ofbottoms, all lift including getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m. DSR 2.8 |
| 4 | All kinds of soil DSR 2.8.1 |
| 5 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, all lift including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. DSR 2.10 |
| 6 | All kinds of soil DSR 2.10.1 |
| 7 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia DSR 2.10.1.2 |
| 8 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm. DSR 2.10.1.3 |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : DSR 4.1 |
| 10 | 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 4.1.3 |
| 11 | 1:5:10 (1 cement : 5 fine sand derived from natural sources :10 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.11 |
| 12 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR 5.3 |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for DSR 5.9 |
| 14 | Suspended floors, roofs, landings, balconies and accessplatform DSR 5.9.3 |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. DSR 5.22 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more DSR 5.22.6 |
| 17 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: DSR 6.1.2 |
| 18 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approvedmake, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. DSR 8.31 |
| 19 | 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 DSR 10.25 |
| 20 | 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works DSR 10.25.2 |
| 21 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. DSR 11.41 |
| 22 | Size of Tile 500 x 500 mm DSR 11.41.1 |
| 23 | 12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand) DSR 13.7.2 DSR 13.7.2 |
| 24 | Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : DSR 13.65 |
| 25 | Two or more coats on new work DSR 13.65.1 |
| 26 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer-in-charge : DSR 15.43 DSR 15.43 |
| 27 | bituminous road DSR 15.43.2 |
| 28 | Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : DSR 27.11 |
| 29 | 100 mm dia DSR27.11.5 |
| 30 | Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : DSR 27.14 |
| 31 | 150 mm Dia DSR 27.14.7 |
| 32 | Providing and laying S&S C.I. standard specials such as tees, bends,collars, tapers, caps etc. (Heavy class): DSR 18.25 |
| 33 | Up to 300 mm dia DSR 18.25.1 |
| 34 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket : DSR 18.70 |
| 35 | 100 mm dia pipes DSR 18.70.1 |
| 36 | Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : DSR 18.72 |
| 37 | 100 mm dia Ductile Iron Class K-9 pipes DSR 18.72.15 |
| 38 | 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) : DSR 18.31 |
| 39 | 100 mm diameter DSR 18.31.1 |
| 40 | Class II DSR 18.31.1.2 |
| 41 | 150 mm diameter DSR 18.31.3 |
| 42 | Class II DSR 18.31.3.2 |
| 43 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : DSR 19.6 |
| 44 | 400mm |
| 45 | 300 mm dia. R.C.C. pipe DSR 19.6.4 |
| 46 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality DSR 19.19 |
| 47 | 19.19.3 H D - 20 DSR 19.19.3.1 |
| 48 | Circular shape 560 mm internal diameter |
| 49 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. DSR 19.16 |
| 50 | Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand ) with pre-cast R.C.C. vertical grating complete as per standard design : DSR 19.28 |
| 51 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR 19.28.1 |
| 52 | Providing and fixing of Water/Rain gun with 2-1/2\\" BSP/NPT Female Threaded Connection, with both Full and Part Circle arrangement, Adjustment jet breaker to provide uniform rainfall, capable of delivering 800 LPM to 2100 LPM with covering radius 42 mtr to 67 mtr at various pressure ranges Make Harit Model Penguin or equivalent model of any other reputed make, subject to approval of EIC. |
| 53 | Providing and fixing of Aluminium Quick Coupling Valve of size 1.25\\" of make Harit or equivalent. |
| 54 | Providing and fixing of Opener Key for 1.25\\" Quick Coupling Valve of approved make. |
| 55 | Providing and fixing of round valve box 150 mm dia with handle of make Harit or equivalent. |
| 56 | Providing and fixing of single/ multistage monobic vertical/ horizontal centrifugal pump with ss body , ss (DIN - W -Nr.1.43001 ) impellors SS shaft, & mechanical seal coupled to a TEFC electric motor with provisioing of automation to run the pump in alternate manner along with electric motor control panel with all necessary and required parts & components necessary to run the system effectively . Each pump should be operate to a curb required by operating conditions connected to TEFC induction motor suitable for 400/440 volts , 3 Phase , 50 MHz AC supply having IP 55 protection encloser , vibrations eleminating pads etc. complete with base & frame nuts & bolts & necessary RCC foundation as per requirments & instruction as per EIC |
| 57 | 1 stand by + 1 operational |
| 58 | capacity 21 lps |
| 59 | Head 50 Mtrs |
| 60 | power 30HP or as required |
| 61 | Make :-Grundforse / Ebara/ Vilo |
| 62 | P/f of floor mounted M.S. Powder Coated electrical control panel with provision of space for energy meter, kit kat and suitable for sub. Set. Of size 1000 mm x 800 mm x 300 mm of 16 Swg thick sheet and suitable copper wiring 30-50 HP motor head 60-70 mtrs |
| 63 | Air break star delta starter with 3 no contractors of 95 Amp AC3 Duty make L&T(ML Series) / BCH(Citation Series) - 3 No's |
| 64 | BOCR 3DE with digital display and having protection Single phasing , Over current , Under Current , Phase Imbalance , Locked Rotor Make BCH/L&T- 1 No |
| 65 | Star Delta Timer make L&T / BCH - 1 No |
| 66 | Amp. Meter & voltmeter digital with ST of make L&T/Rishabh inclduing selector switch. |
| 67 | ELCB of make L&T/Hager 100 AMP ( 300 mA) |
| 68 | MCCB 160 AMP 3 Pole 36 KA make L&T/BCH - 1 No |
| 69 | LED RYB - 3 no |
| 70 | Kit Kat 500 amp make Havells/L&T |
| 71 | Heavy Duty Capacitor 15 KVAR make L&T/BCH - 1 No |
| 72 | 15 Kvar Capacitor duty Contactor - 1 No |
| 73 | Over Voltage & Under Voltage Relay Minilec/L&T - 1 no |
| 74 | Over Load Relay 56-90 Amp L&T/BCH make |
| 75 | Automatic Phase corrector relay Make Minilec/L&T |
| 76 | 3 Pole 110 Amp AC3 Duty Contactor with L&T(ML Series) /BCH (Citation Series) - 2 No's |
| 77 | Auto Manual Switch - 1No |
| 78 | CT's 300/5 Make L&T/Rishabh- 6 No's |
| 79 | Push Button Red & Green with block - 1 set |
| 80 | Providing and fixing of 3 core 6 sq.mm Multicore flexible cable PVC Insulated and Sheathed with Bare Copper Conductor as per IS 694 marked complete including making connection to the satisfaction of EIC Make : Havells, Polycab, Finolex or as per approved make list |
| 81 | Providing and fixing of Galvanised Mild Steel Saddle Clamp for Rain Gun |
| 82 | 110 mm x 65 mm |
| 83 | Supply and laying PU Shape drain T-6 Lid for 450 - Perforated Dimension 500x550x70 complete in all respect make Fuji Silver Tech |
| 84 | Providing and fixing of SS Coupling for 2½\\" Rain Gun Please Enable Macros to View BoQ information |
