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| 1 | Dismantling lime concrete or cement concrete in foundations or under floors, haunches or arches or terrace and also dismantling brick masonry including arches in lime or cement mortar etc. complete in all respect with all leads ,lifts and transportation for all materials and machinery including all charges as per drawing , specification of MP WRD and as directed by the Engineer in Charge. |
| 2 | Excavation in soft/disintegrated/weathered rock including wet excavation, dressing, placing the excavated material neatly in specified dump area or disposing off the same as directed, including cost of site clearance, all materials, machinery, labour and dressing etc., complete in all respect with all leads ,lifts and transportation for all materials and machinery including all charges as per drawing , specification of MP WRD and as directed by the Engineer in Charge. |
| 3 | Excavation in all kind of soft/ loose/hard/dense soils, moorum and moorum mixed with boulder and mud including dressing, placing the excavated soil neatly in specified dump area or disposing off the same as directed, including cost of site clearance, all materials, machinery, labour and dressing etc., complete in all respect with all leads ,lifts and transportation for all materials and machinery including all charges as per drawing, specification of MP WRD and as directed by the Engineer in Charge |
| 4 | Excavation in all kind of soft/ loose/hard/dense soils, moorum and moorum mixed with boulder and mud including dressing, placing the excavated soil neatly in specified dump area or disposing off the same as directed, including cost of site clearance, all materials, machinery, labour and dressing etc., complete in all respect with all leads ,lifts and transportation for all materials and machinery including all charges as per drawing, specification of MP WRD and as directed by the Engineer in Charge |
| 5 | Providing and laying M 25 grade Reinforced Cement Concrete Design Mix using graded aggregate, clean,hard including cost of all materials(excluding cost of providing and placing reinforcement steel/bars),machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position,levelling, vibrating, finishing, curing, packing joints of shuttering etc., complete Using aggregate of maximum size 20mm etc. complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specification of MP WRD and as directed by the Engineer in Charge |
| 6 | Providing and laying M-15 grade Plain Cement Concrete Design Mix graded aggregate clean, hard for foundation filling and sub structure including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing, packing joints of shuttering using graded aggregates of maximum size 20 mm etc. complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specification of MP WRD and as directed by the Engineer in Charge |
| 7 | Providing fabricating and placing in position steel reinforcement bars for Reinforced Cement Concrete / Plain Cement Concrete structures including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapping/welding joints wherever required, tying with 1.25 mm diameter soft annealed steel wire, etc., complete in all respect with all leads ,lifts and transportation for all materials and machinery including all charges as per drawing, specification of MP WRD and as directed by the Engineer in Charge |
| 8 | Filling clayey soil between two rows of sand bags placed for forming ring bund including cost of all materials, labour, tamping, plugging leakage points etc. complete in all respect with all leads, lifts and transportation for all materials and masonry including all charges as per drawing , specification of MP WRD and as directed by the Engineer in Charge. |
| 9 | Providing and placing sand bags consisting of empty cement bags filled with 35 to 40 kg locally available sand for forming ring bund including cost of all materials, labour, plugging joints with selected earth, etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per design, drawing, specifications of MP WRD and as directed by the Engineer-in-Charge. |
| 10 | Providing and laying M-10 grade Mass Cement Concrete Design mix using 40 mm graded aggregates, clean, hard including cost of all materials, machinery, labour, formwork, centring, scaffolding, cleaning, batching, mixing, placing in position, leveling, vibrating, finishing, curing, packing joints of shuttering etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per design, drawing, specifications of MP WRD and as directed by the Engineer-in-Charge. |
| 11 | Providing and constructing PVC pipe 100 mm diameter weep holes for concrete /masonry walls including cost of all materials, machinery, labour, providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion by volume with 100 mm thick sand backing at the junction of wall and soil back fill, etc., complete in all respect with all leads ,lifts and transportation for all materials and machinery including all charges as per drawing , specification of MPWRD and as directed by the Engineer in Charge. |
| 12 | Earthwork for embankment adjacent to masonry /concrete structures key wall, sluice barrel etc., and filling trial pits using selected soil from approved borrow area in layers of 100 to 150 mm (before compaction) including cost of all materials, machinery, labour, all other operations such as collection of soil, picking previous layer, spreading soil in layer of specified thickness, sorting out, breaking clods, leveling, sectioning edges/sides, watering, compacting to maximum dry density using pneumatic tampers/vibrating earth rammers etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per design, drawing, specifications of MP WRD and as directed by the Engineer-in-Charge. |
| 13 | Providing, laying and Jointing 1000 mm dia non- pressure (NP3) RCC socket & spigot pipes with rubber gasket joint/joint caulked with cement mortar 1:2 including testing of joints. (Conforming to IS 458:1988, IS 783:1985) etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per design, drawing, specifications of MP WRD and as directed by the Engineer-in-Charge. |
| 14 | 22 cm thick dry picked up boulder pitching with individual boulders of 22 cm depth and at least the dimension of boulder in any direction should not be less then 10 cm etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per design, drawing, specifications of MP WRD and as directed by the Engineer-in-Charge. |
| 15 | Construction of embankment, sub grade & earthen shoulders with approved material (Select soil having CBR > 7) obtained from borrow pits i/c all leads and lift and removal of top soil if any, including cost of land as a source of material, transporting to site, spreading, graded by motor grader to required slope and compacting using vibratory rollers of 80 to 100 kN static weight to meet requirement of Tables 300.1 and 300.2 including all leads, etc., as per Technical Specification Clauses 301.3, 301.5, and 303 etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP RRDA & MP WRD and as directed by the Engineer-in-Charge. |
| 16 | Construction of granular sub-base by providing well graded Crushed stone materials having CBR >= 20, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100 kN static weight to achieve the desired density, complete as per Technical Specification Clause 401 for gradings mentioned in table 400.1 etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP RRDA & MP WRD and as directed by the Engineer-in-Charge. |
| 17 | Construction of shoulder as per clause 407 with selected soil having CBR value not less than 12 inclusive of all leads and lifts providing 4% camber i/c operations like watering, rolling and compaction etc., as per clause 303.5 etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP RRDA & MP WRD and as directed by the Engineer-in-Charge. |
| 18 | Filling foundations around masonry works with suitable soil obtained from spoil bank or borrow area including watering and ramming etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP WRD and as directed by the Engineer-in-Charge. |
| 19 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP RRDA & MP WRD and as directed by the Engineer-in-Charge. |
| 20 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening / binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP RRDA & MP WRD and as directed by the Engineer-in-Charge. |
| 21 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification Clauses 502 etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP RRDA & MP WRD and as directed by the Engineer-in-Charge. |
| 22 | Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clauses 503 etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP RRDA & MP WRD and as directed by the Engineer-in-Charge. |
| 23 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm size @ 0.18 cum per 10 sqm & 11.2 mm size @ 0.09 cum per 10 sqm aggregates using penetration grade/modified bitumen @14.6 kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A, Type B or Type C as per technical specification clause 506 with Bitumen (VG-30) etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP RRDA & MP WRD and as directed by the Engineer-in-Charge. |
| 24 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type B ass per technical specification clause 510 etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP RRDA & MP WRD and as directed by the Engineer-in-Charge. |
| 25 | Providing and laying M-20 grade Reinforced Cement Concrete design mix using graded aggregate, clean, hard including cost of all materials (excluding cost of providing and placing reinforcement steel/bars), machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, leveling, vibrating, finishing, curing, packing joints of shuttering, using aggregate of maximum size 20 mm etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP WRD and as directed by the Engineer-in-Charge. |
| 26 | Filling contraction joints ( grooves of 20 mm depth ) as per IS:5256 with hot applied sealing compound IS:13143 including cleaning and washing grooves, painting its inner surfaces with primer IS:3384 at the rate of 1 liter per 4 sqm inclusive of cost of all materials for in-situ concrete lining etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP WRD and as directed by the Engineer-in-Charge. |
| 27 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish in all kinds of soil etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP PWD & MP WRD and as directed by the Engineer-in-Charge. |
| 28 | Earth work in excavation in all kinds of soil 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 dressing of sides and ramming of bottom disposal of excavated earth, disposed earth to be leveled and neatly dressed etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP PWD & MP WRD and as directed by the Engineer-in-Charge. |
| 29 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : With 40 mm nominal size graded stone aggregate. M-10 Nominal (Mix -1 Cement : 3 sand : 6 graded stone aggregate) etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP PWD & MP WRD and as directed by the Engineer-in-Charge. |
| 30 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : With 20 mm nominal size graded stone aggregate. M-20 – Grade concrete etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP PWD & MP WRD and as directed by the Engineer-in-Charge. |
| 31 | Providing and laying in position specified grade of reinforced cement concrete (nominal / design mix with 20 mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : M-15 Grade Concrete etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP PWD & MP WRD and as directed by the Engineer-in-Charge. |
| 32 | Providing and laying in position specified grade of reinforced cement concrete (nominal / design mix with 20 mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : M-20 Grade Concrete etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP PWD & MP WRD and as directed by the Engineer-in-Charge. |
| 33 | Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc., above plinth level and up to floor two level excluding cost of centering, shuttering, finishing and reinforcement : M-20 Grade Concrete etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP PWD & MP WRD and as directed by the Engineer-in-Charge. |
| 34 | Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in beams, suspended floors, roofs having slope of any degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level and up to floor two level excluding the cost of centering, shuttering, finishing and reinforcement in concrete grade M-20 Grade Concrete etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP PWD & MP WRD and as directed by the Engineer-in-Charge |
| 35 | Brick work with well brunt open bhatta, bricks, crushing strength not less than 25 kg / cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level i/c curing etc complete in Cement Mortar 1:6 (1 cement : 6 sand) etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP PWD & MP WRD and as directed by the Engineer-in-Charge. |
| 36 | 12 mm thick cement plaster of mix : 1:6 (1 cement : 6 sand) etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP PWD & MP WRD and as directed by the Engineer-in-Charge |
| 37 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand over the plastered wall surface to prepare the surface even and smooth i/c all cost of material, labour and scaffold etc., in all position etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP PWD & MP WRD and as directed by the Engineer-in-Charge. |
| 38 | Finishing walls by any mechanical or manual means with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications Two or more coats applied on walls @ 1.25 ltr/10 sqm Over and including one coat of Special primer applied @ 0.75 ltr / 10 sqm etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP PWD & MP WRD and as directed by the Engineer-in-Charge. |
| 39 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detailing IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete Thermo-Mechanically Treated bars. FE 500 D or more conforming to IS 1786 etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP PWD & MP WRD and as directed by the Engineer-in-Charge. |
| 40 | Providing and fixing 1 mm thick M.S. sheet door with frame of 40 x 40 x 5 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer, using M.S. angels 40 x 40 x 6 mm for diagonal braces etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP PWD & MP WRD and as directed by the Engineer-in-Charge. |
| 41 | Centering and shuttering including strutting, propping etc., and removal of form etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP PWD & MP WRD and as directed by the Engineer-in-Charge. For foundation, footing, bases of column, etc. for concrete up to plinth level |
| 42 | Centering and shuttering including strutting, propping etc., and removal of form etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP PWD & MP WRD and as directed by the Engineer-in-Charge.For removal of Walls (any thickness) in cluding attached pilasters butteresses, plinth beams and string courses etc. Up to plinth level. |
| 43 | Centering and shuttering including strutting, propping etc., and removal of form etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP PWD & MP WRD and as directed by the Engineer-in-Charge.Columns, Pillars, Piers, Abutments, Posts and Struts. etc. |
| 44 | Centering and shuttering including strutting, propping etc., and removal of form etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP PWD & MP WRD and as directed by the Engineer-in-Charge.For Suspended floors, roofs, landings, balconies and access platform . |
| 45 | Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, UPVC P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS:7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required : White Vitreous china Orissa pattern W.C. pan of size 580 x 440 mm with integral type foot rests etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP PWD & MP WRD and as directed by the Engineer-in-Charge. |
| 46 | Providing and fixing ferro-cement water storage tank with cover, having minimum thickness of 10 mm. The wall to be reinforced with two layers of double galvanized annealed square woven wire mesh of 20 gauge wire spaced at 15 mm for 300 litre capacity and 12 mm for 450 to 2500 litres capacity finish with 3 layers of Cement mortar 1:2 duly modified with polymer based plastizers and hardening chemicals (Burogrout and Buroseal) The tank should conform to the specification prescribed by Structural Engineering Research Centre Roorkee/Gaziabad. The tanks to be painted with drinking water paint inside and aluminium paint out side with provision of outlet, inlet, overflow and cleaning including hoisting and placing in position up to floor two level or 5 M height etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP PWD & MP WRD and as directed by the Engineer-in-Charge. |
| 47 | Providing and laying below ground unplasticised PVC pipe to with stand working pressure of 4 kg/cm2 solid waste pipes confirming to IS:13592 and IS:4985 including jointing with seal ring confirming to IS :5282 leaving 10 mm gap for thermal expansion all necessary fittings etc. complete. Excavation to be paid separately. 110 mm diameter OD (min. wall thickness 3.2 mm) etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP PWD & MP WRD and as directed by the Engineer-in-Charge. |
| 48 | Providing and fixing PTMT bib cock of approved quality and colour 15 mm nominal bore. 86 mm long Weighing not less than 88 gm etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP PWD & MP WRD and as directed by the Engineer-in-Charge. |
| 49 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings. This included jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling and testing of joints. External Work 25 mm nominal outer dia. Pipes etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP PWD & MP WRD and as directed |
| 50 | Providing and fixing PTMT stop cock of approved quality and colour.15 mm nominal bore, 86 mm long. Weighing not less than 88 gms etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP PWD & MP WRD and as directed by the Engineer-in-Charge. |
| 51 | Electrification charges of staff quarter, Generator room, Guard room buildings and view point (@ 8.00 %) etc., complete in all respect with all leads, lifts and transportation for all materials and machinery including all charges as per drawing, specifications of MP PWD & MP WRD and as directed by the Engineer-in-Charge. Please Enable Macros to View BoQ information |
