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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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil. DSR2023 2.8.1 |
| 2 | 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) DSR 2023 4.1.8 |
| 3 | Providing, laying spreading & compacting of granular sub base (GSB) by providing close graded (Fr-1) materials, sprading in uniform layers with Mortor Graded on prepared surface, mixing by mix I n placed method with Rotovater at OMC and compacting with in layers with smooth wheeled Vibratory Roller to achieve the desired density, complete as per MoR &H clause 401& as directed by Engineer Incharge including all machine charges & including all labour, T& P etc req for proper completion of work. Analysis rate |
| 4 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR 2023 5.22.6 |
| 5 | 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. 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 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement . All works upto plinth level. Concrete of M25 grade with minimum cement content of 330 kg /cum . DSR 2023-24 I.NO 5.33.1.1 |
| 6 | 5.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 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) cum 10852.95 DSR 2023 5.2.1 |
| 7 | 5.3 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). cum 11505.50 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete DSR 2023 5.9.1 |
| 9 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.DSR 2023 5.9.2 |
| 10 | Suspended floors, roofs, landings, balconies and access platform DSR 2023 5.9.3 |
| 11 | Supply & Laying of precast concrete Block ( Interlocking tiles) for paving of thickness 80mm rubber mould GREY (Compressive strength not less then 30Mpa as specified in IS:15658 and weight 4.50kg) as jindal,naval or equivalant Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work as specified in IS 15658:2006. as directed by E/I. SN0.16 New item page 52 chapter 20 UPPWDSOR 2022-23 |
| 12 | 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 i.no 4.1.3 |
| 13 | Cartage of dismentled material 3km distance including loading & unloading etc. all completeUPPWDSOR 2022- 23 |
| 14 | Supply & Laying of precast concrete Block ( Interlocking tiles) for paving of thickness 60mm rubber mould GREY (Compressive strength not less then 30Mpa as specified in IS:15658 and weight 4.50kg) as jindal,naval or equivalant Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work as specified in IS 15658:2006. as directed by E/I. SN0.16 New item page 52 chapter 20 UPPWDSOR 2023-24 |
| 15 | 16.69 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). DSR: 2023: 16.69 |
| 16 | 13.48 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 13.48.1 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 sqm 193.70 DSR: 2023: 13.48.1 |
| 17 | Type. A, \"W\"\" : Metal Beam Crash BarrierProviding and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail,70 cm above road/ground level, frxed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high. 1.\"1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all littings to conform to 15:1367 and ls:i364, metal beam rail to be lixed on the vertical posl with a spacer of channel seclion 150 x 75 x 5 mm, 330 mm long complele as per clause 810. MORTH-810 8.23 |
| 18 | Type - g, \"THRlE\" : Mctal Eleam crash BarrisrProviding and erecling a \"Thrie\" metal beam crash baffier comprising of 3 mm lhick corrugated sheet metal beam rail,85 cm above road/ground level, llxed on ISMC series channel vedical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to 15:1367 and 1511364. metal beam rail lo be fixed on the verlical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 910Type-B \"w\" ; motal beam crash barrier PWD MORTH-810(8.23) |
| 19 | 11.29 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone.11.29.1 Red sand stone sqm 1526.05 DSR: 2023: 11.29.1 |
| 20 | 8.14 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :8.14.1 Red sand stone - exposed face fine dressed with roughbacking. 8.14.1.5 30 mm thick DSR:2023: 8.14.1.5 |
| 21 | 10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. kg 133.70 DSR:2023: 10.2 |
| 22 | 10.16 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.1 Hot finished welded type tubes kg 194.40 DSR 2023 10.16.1 |
| 23 | 8.3 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 8.3.1 Marble work metre 298.60 DSR 2023 8.3.1 |
| 24 | 6 Mtr. Nelson Mandela Pole: - Decorative casting aluminum pole having cast Aluminium base height 1340mm and Minimum bottom size 504mm is reducing to top 153mm. The entire base is casted in gravity casting weight not less than 40Kgs. The bottom section of the pole 3000mmx140mmx3.0mm thick and top ribbed section of the pole 3000x114mm dia with base plated 300x300x12mm welded at the bottom of the pole. Pole is having a service window at bottom comprising four way connector and MCB for loop-in & loop-out arrangement. Pole is primer coating and polyurethane painted in dual shape antique paint with final coat of PU clear. DFT not less than 90 micron. Suitable for mounting single drop down fixture. Design as approved by MVDA |
| 25 | Florence-DD Fixture: - Ornamental 90Watt LED Drop Down luminaire made of aluminum hosing duly powder coated/PU Painted with PU Paint/ frosted diffuser for high illuminance/glare free lighting. MCPCB having high lumen having LED’s are mounted on aluminium heat sinks.Design as approved by MVDA |
| 26 | Double Arm Bracket: - 1000mm long double arm bracket, 900mm over-hang (both Sides) bracket is provided for suspension of decorative lorence Drop Down Fixture. Bracket is made of Mild steel pipe with decorative embellishment. Design as approved by MVDA |
| 27 | DECOATIVE REDWOOD STEEL POLE : Supply and Fixing of Decorative 5 mtr pole Height: 5000mm with mild steel base plate 250x250x16 mm welded with Galvanised mild steel non ribbed pipe bottom profile 140mmX2000mmX3.5mm .Bottom Profile further welded 90mmX3000mmX3.5mm galvanized mild steel non ribbed pipe upper profile .Cast Iron embellishment E9 is provided at bottom and step up section of pole. Pole is suitable for mounting of Single arm decorative bracket for Single down lantern. A service window is provided at the bottom section with 4 way connector & MCB for loop in loop out arrangement. Pole is primer coated and painted with polyurethane paint as approved by engineer in charge and suitable for mounting on concrete pedestral with 8mm. mild steel size plate holding clamp with help of Four nos. nut bolts of 20 mm size equvilant to. Cat No : Twinkle Lite –RDWD-E9-5000mm (Non Ribbed) Name-Redwood (Non grooved) Make Design as approved by MVDA LMR. |
| 28 | Supply and Fixing of SINGLE ARM BRACKET : 2000mm Long Single Arm 900mm overhang bracket is provided for suspension of Florence DD Drop Down 120 Watt LED decorative fixture. Bracket is made of mild steel pipe with decorative embellishment. equvilant to Cat No : TLB-10-20901 Design as approved by MVDA |
| 29 | Supply & Laying of 16 sq.mm 4 core aluminium conductor PVC insulated, armoured, sheathed cable, 1100 volts grade at a depth of 600mm below ground level direction of E/Ic (PWD SOR-501- T)2016( polycab/ KEI/ grandlay Make). |
| 30 | Supply & Laying of 4 sq.mm 2 core flat twin aluminium cable PVC insulated complete with labour,T&P as per direction of E/I |
| 31 | Supply and burring of safe earthing electrode T-19 Zn-Zinc coated, length up to 2000 mm., outer pipe 48.4 mm. x 3.2 mm., inner pipe 26.9mm.x2.6 mm., terminal dia. 12 mm., coating 80-100 micron filled with crystallinc conductive mixture (CCM) having anti corrosive & conductive properly with 50 kgs. activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30 cm square C.I. frame with hinged cover & masonry housing. (From electrode terminal to switch board, cost of 25x3 G.I. strip will be extra). Make : As approved in U.P. P.W.D. & C.P.R.I. certified. PWD SOR 2017-18 S.I. No. 725-B |
| 32 | Supply and Fixing Following Capacity of automatic street light cubicle control panal painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC Fuse, isolating switch Metering instrument & instrument box with CTs etc. in case of TPN, Complete in all respect. 40 A TPN. SOR No. 807 (F)II |
| 33 | Supply and fixing of M.S. box of size 480mm x 480mm x 200mm deep in sunk for housing BDB/TPN fabricated from 16 gauge M.S. Sheet and 13mm x 2.5mm flat iron etc. painted outside with red oxide primer and inside with synthetic enamel paint complete in all respect. PWD SOR 2018 Si No. 1114 A |
| 34 | S/L of 50 mm Dia P.N-6 PE 80 Grade ISO 4427 HDPE DWC Pipe Completewith laying under ground with cartage labour complete in all respect. |
| 35 | Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge. DSR: 2023: 16.65 Please Enable Macros to View BoQ information |
