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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 | Excavating trenches by mechanical/ manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : |
| 4 | All kinds of soil |
| 5 | Pipes, cables etc, not exceeding 80 mm dia. |
| 6 | 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 m and for all lift. |
| 7 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. |
| 8 | All kinds of soil |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 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) |
| 11 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 12 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 13 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification |
| 14 | 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). |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 16 | Foundations, footings, bases of columns, etc. for mass concrete |
| 17 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 18 | Suspended floors, roofs, landings, balconies and access platform |
| 19 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 20 | Edges of slabs and breaks in floors and walls |
| 21 | Under 20 cm wide |
| 22 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. |
| 23 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 24 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. |
| 25 | Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 26 | All works upto plinth level |
| 27 | Concrete of M30 grade with minimum cement content of 350 kg /cum |
| 28 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 29 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 30 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 31 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, 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. |
| 32 | 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. |
| 33 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 34 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. |
| 35 | Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete : |
| 36 | With residual type petroleum bitumen of grade VG -10 |
| 37 | 10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: |
| 38 | With common burnt clay F.P.S.(non modular) brick tile of class designation 10 |
| 39 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : |
| 40 | In 75x75 mm deep chase |
| 41 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 42 | 12 mm cement plaster of mix : |
| 43 | 1:4 (1 cement: 4 coarse sand) |
| 44 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. |
| 45 | 12 mm cement plaster |
| 46 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. |
| 47 | External work |
| 48 | 25 mm dia nominal bore |
| 49 | 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 : |
| 50 | 25 to 40 mm nominal bore |
| 51 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 52 | 25 mm nominal bore |
| 53 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 54 | 25 mm nominal bore |
| 55 | Providing and fixing gun metal non- return valve of approved quality (screwed end) : |
| 56 | 80 mm nominal bore |
| 57 | Vertical |
| 58 | 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) : |
| 59 | 100 mm diameter |
| 60 | Class II |
| 61 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) |
| 62 | 25 mm nominal bore |
| 63 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : |
| 64 | 80 mm dia |
| 65 | DSR (E&M) 2022 Items |
| 66 | Supplying, fixing, testing and commissioning of butterfly valve of PN1.6 rating with bronze / gunmetal seat duly ISI marked complete with nuts, bolts, washers and gaskets confirming to IS 13095 of following sizes as required: |
| 67 | 65 mm dia |
| 68 | Providing and Fixing of 6\\" dia Air Vent made out of 6mm thickness M.S. Sheet with 221/2\\" & painted with two coats of black bitumastic paint of supirier quality including primer etc. |
| 69 | Providing and Fixing of 4\\" i/d (110 mm) PVC Pipe 10 Kg pressure including cost of all fitting complete in all respect. Make: Supreme, Diplast. |
| 70 | Providing and Fixing of Single Jet Raingun Hydronomic Gun Sprinkler model mariner complete in all respect. Make: Rainbird/ Toro USA |
| 71 | Providing and Fixing of 65mm dia Quick Coupling male & female adopter made from stainless steel (SS - 316 Grade) which locking facility nob type having rubber seal leak proof at pressure. |
| 72 | Providing and Fixing of M.S. 65mm Gun Hydrant Point with 100 mm C.I. Casting Tee, M.S. Flange, Rubber Gasket, Nut, Bolt including cost of 1.5 Mtr dia 4\\" PVC both side duly welded including heavy duty PVC Tail piece, M.S. Flange, Rubber. |
| 73 | Construction of Hodi for Sluice Valve with 230 mm thicknes walls in cement sand mortar 1:6 including CC1:5:10 base, 12 mm thick cement sand plaster 1:4 with cement rendering complete with excavation with sand filling size 2' x 2' x 2' complete in all respect. |
| 74 | Providing and Fixing Horizontal Pumpset Monoblock Type 30 HP suction 80mm delivery 6mm, Head 45 Mtr to 78 Mtr and discharge 1850LPM to 500 LPM including cost of M.S. Channel frame heavy duty including cutting, welding and maching as per requirement and fixing of Pumpset and 6 Vibration Pads, Suction & Delivery in T.N.S. Pipe work with required flange, reducer elbow, tee, nut, bolts, rubber gasket complete in all respect. |
| 75 | Providing and Fixing of Star Delta Electrical Control Panel Board dust and water proof single door type made from 16 guage CR Sheet, Powder Coated and complete with amp meter, Voltmeter, Single Phase Preventer, CB's, Contactor, Overload Relay, Fuses, Indicator Lamp, Push Button, internal wiring for 30 HP Motor etc complete in all respect. Please Enable Macros to View BoQ information |
