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| Sl. No. | Item Description |
| 1 | Part -A (Conc. of Roads)Earthwork in excavation by mechanical mens (Hydraulic excavator)/ manual means over areas(exceeding 30cm in depth, 1.5m width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by engineer-in-charge).(177.50X0.762=135.25+3% of 135.25=139.31) DSR2023/2.6.1 (Rates factored as per govt gudlines) |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinth level:1:4:8 derived from natural sources : 8 graded stone aggregate 40mm nominal size derived from natural sources(6812.00X0.762=5190.74+3%of 5190.74=5346.46)DSR-2023/4.1.8 (Rates factored as per govt gudlines) |
| 3 | 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).(10117.60X0.762=7709.61+3%of 7709.61=7940.90) DSR 2023/ 16.69(Rates factored as per govt gudlines |
| 4 | Finishing wall with weather coat by premium acrylic exterior paint applied @ 3.28 ltr/10 sqm(Asian or berger brand) of approved make and quality on wall with two or more coat to give an even shade including a priming coat with cement primer of approved brand and manufacturer exterior primer applied @2.20 kg/10 sqm after thoroughly brushing the surface free from mortar droppping and other foreign matters and sand papered smooth including supplying of all materials, labour, tools and plants etc. required for proper completion of the work.(160.60X0.762=122.38+3%of122.38=126.05)DSR -2023/13.46.1 (Rates factored as per govt gudlines) |
| 5 | Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge.(558.30X0.762=425.42+3%of425.42=438.19)DSR 2023/16.63(Rates factored as per govt gudlines) |
| 6 | Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge.(2189.15X0.762=1668.13+3%of1668.13=1718.18)DSR 2023/ 16.92 (Rates factored as per govt gudlines) |
| 7 | Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in charge and accordance with applicable specifications(747.80X0.762=569.82+3%of569.82=586.92.DSR 2023/ 16.62 (Rates factored as per govt gudlines) |
| 8 | Providing and fixing Glow studs of size 100x20 mm made of heavy(206.30X0.762=157.20+3%of 157.20=161.92 duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kgtested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.DSR 2023/ 16.50 (Rates factored as per govt gudlines) |
| 9 | Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 manufactured sand derived from Recycled Concrete Aggregate Recycled Concrete Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size (Recycled Concrete Aggregate (RCA)), including necessary excavation of size 250x250x450mm deep for the same in bitumen/ concrete pavement at specified spacing(900.15X0.762=685.91+3%of685.92=706.49) |
| 10 | Applying stamping finish to the top surface of freshly laid plain/reinforced cement concrete of specified grade in porticos, sidewalks, driveways, pool decks and open yards as per direction of the Engineer-in-Charge.The process shall include the following:-• The concrete shall be placed and screeded to the finished grade, and floated to a uniform surface by using standard finishing techniques. The approved color hardener @ 2.7 kg/sqm shall be applied evenly to the surface of the fresh concrete by the dry shake method by sprinkling in two or more shakes, floated after each shake and trowelled only after the final floating. The approved release agent @ 0.113 kg/sqm shall be applied evenly to the trowelled surface before stamping or the said release agent can be applied to the flexible polyurethane stamp moulds of approved design and in required sizes to achieve final stamped pattern. These stampings shall be placed on the surface of concrete in three to four pieces at a time and tapped gently with rammers of sufficient size & weight to leave proper stamp marks and the process repeated for the remaining concrete surface till the whole surface to be stamped is completed within the time while concrete is in plastic stage of setting.• After stamping, the curing shall be done as per manufactures specifications. After initial curing the imprinted joints shall be grouted using cement slurry mixed with color hardener as per the requirement.The surface shall be sealed by applying acrylic based sealer not less than 0.167 litre/sqm.on finished surface.• The construction joints shall be provided by groove cutting of size 4 mm x 20 mm in panel size 3m x 3 m or lesser as per the site conditions and filling the same with 10 mm baker rod and providing and laying (PU) Polyurethane based joint sealer of approved make as per manufacturer’s specifications and finished by applying Polyurethane resin based top protective clear coat of minimum 80 micron applied with rollers on properly cured and dry clean surface. (Cost of concrete for flooring is not included in this item which shall be paid separately.) (DSR Item No.26.83/2023)(762.5X0.762= 581.02+3%of581.02=598.45) |
| 11 | 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 Cement mortar 1:4(1 cement:4 coarse sand)(9344.35X0.762=7120.39+3%of7120.39=7331.01)D.S.R.-2023/6.4.1 (Rates factored as per govt gudlines) |
| 12 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :(3186.70X0.762=2428.27+3%of2428.27=2501.11)DSR 2023/11.55.1 (Rates factored as per govt gudlines) |
| 13 | Red sand stone 30 MM thick 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) :(5295.90X0.762=4035.48+3%of 4035.48=4156.54)DSR 2023/ 8.14.1.5 (Rates factored as per govt gudlines) |
| 14 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401(Grade-01)App. A.R. |
| 15 | Providing laying spreading and compecting graded stone aggregate to wet mix macadam specification including premixing the material with at OMC in machenical mix plant carriage of mix material by tipper to site laying in uniform layers of each 100mm thick with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired Morth Clause 406 |
| 16 | Providing and applying tack Coat 0.30 kg/sqm with bitumen 80/100 using emulsion pressure on the prepared bituminous/granular surface cleaned with mechanical broom as per MoRTH specification clause No. 503 complete in all respects. (A.R)App. A.R. |
| 17 | Providing and laying 50mm Thick compacted Bituminous macadum on prepared surface with 100-120 T/H batch type hot mix plant producing an average out put of 75 T/H using crushed aggregated of specified grading -II(19mm nominal size)premixed with 80/100 (VG-10) bituminous binder @ 3.30% by weight of tatal mix transporting the hot mix plant material to work site laying with a hydrostatic paver finisher with a sensor control to the required grade level and alignment rolling with smooth wheeled vibratory (8-10T) roller vibrating roller (ST) for inter mediater rolling and finish with tender roller (6-8T) to achieve the desired compaction Including supply of all material, labour T&P etc. required for proper completion of the work as MORT & H and as per direction of Enginer-in-charge(A.R.)App. A.R. |
| 18 | Providing and laying compacted semi dence bituminous concrete with 100-120 TPH (Tonnes per hour) batch type HMP (Hot Mix plant) producing an average output of 75 MT per hour using crushed aggregates of grading 1,(13 mm nominal size) premixed with 60-70 (VG-30)bituminous binder of 60/70@ 4.5% by weight of total mix and hydrated lime filler @ 2% by weight of aggregate, transporting the hot mix to work site, laying with a hydrostatic power finisher with sensor control to the required grade, level and alignment, rolling with smoth wheeled roller 8-10 tonne for initial break down rolling, vibrator roller 8 tonne for intermediate rolling and finish folling with 608 tonne smooth wheeled tandom roller to achieve the desired compaction and including supply of all material, labour T&P etc. required for proper completion of the work as per clause 508 of MORT & H specification and as per direction of Engineer-in-charge (A.R.)App. A.R. |
| 19 | Providing and laying in position Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixeready 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.(9860.40X0.762=7513.62+3%of7513.62=7739.03)D.S.R.-2023/5.33.2.1 (Rates factored as per govt gudlines) |
| 20 | Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.MS AND Medium tensile steel bars(107.10X0.762=81.61+3%of81.61=84.06)DSR -2023/5.22.1 (Rates factored as per govt gudlines) |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form for Walls any thickness including attched pilsters, butteresses, plinth and string courses(842.50X0.762=641.98+3%of641.98=661.24)DSR 2023/ 5.9.2 (Rates factored as per govt gudlines) |
| 22 | Part-B (Construction of Kiosak)Earthwork in excavation by mechanical mens (Hydraulic excavator)/ manual means over areas(exceeding 30cm in depth, 1.5m width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by engineer-in-charge)..(177.50X0.762=135.25+3% of 135.25=139.31)DSR2023/2.6.1 (Rates factored as per govt gudlines) |
| 23 | 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 lllift.(196.00X0.762=149.35+3%of149.35=153.83)DSR-2023/2.25(Rates factored as per govt gudlines) |
| 24 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinth level:1:4:8 derived from natural sources : 8 graded stone aggregate 40mm nominal size derived from natural sources)(6812.00X0.762=5190.74+3%of5190.74=5346.47)DSR-2023/4.1.8 (Rates factored as per govt gudlines) |
| 25 | 15MM cement plaster on rought side of single or half brick wall of mix-1:4 (1 cement : 4 coarse sand)(411.75X0.762=313.75+3%of313.75=323.17)D.S.R.-2023/13.5.1 |
| 26 | 12MM cement plaster on rought side of single or half brick wall of mix-1:4 (1 cement : 4 coarse sand))(357.35X0.762=272.30+3%of272.30=280.47)D.S.R.-2023/13.4.1 |
| 27 | Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon additives.New work (Two or more coats applied @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.(181.25X0.762=138.11+3%=142.26)DSR -2023/13.48A.1 (Rates factored as per govt gudlines) |
| 28 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.(156.05X0.762=118.91+3%=122.48)DSR 2023/13.80 (Rates factored as per govt gudlines) |
| 29 | 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 Cement mortar 1:4(1 cement:4 coarse sand)(9344.35X0.762=7120.39+3%=7334.01)D.S.R.-2023/6.4.1 (Rates factored as per govt gudlines) |
| 30 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :(3186.70X0.762=2428.27+3%=2501.11)DSR 2023/11.55.1 (Rates factored as per govt gudlines) |
| 31 | 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.Concrete of M25 grade with minimum cement content of 330 kg /cum (9504.75X0.762=7242.62+3%=7459.90)D.S.R.-2023/5.33.1.1 (Rates factored as per govt gudlines) |
| 32 | Same as above in Iten bo.31 but for above plinth Level(9860.40X0.762=7513.62+3%=7739.03)D.S.R.-2023/5.33.2.1 |
| 33 | Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.MS AND Medium tensile steel bars(107.10X0.762=81.61+3%of81.61=84.06)DSR -2023/5.22.1 |
| 34 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete (392.15X0.762=298.82+3%=307.78)DSR 2023/ 5.9.1 ) |
| 35 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels and Beams (736.40X0.762=561.14+3%=577.97)DSR 2023/ 5.9.5 |
| 36 | Centering and shuttering including strutting, propping etc. and removal of form for Column and Pillers (961.30X0.762=732.51+3%=754.49)DSR 2023/ 5.9.6 |
| 37 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofsa, landings balconies and access platforms (927.25X0.762=706.56+3%=727.76)DSR 2023/ 5.9.3 |
| 38 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in ChargeWith average thickness of 120 mm and minimum(1684.60X0.762=1283.67+3%=1322.18)D.S.R.-2023/22.7.1 (Rates factored as per govt gudlines) |
| 39 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover(3653.20X0.762=2783.74+3%=2867.25)DSR 2023/ 10.6.1 |
| 40 | Providing and fixing ball bearing for rolling shutters.(492.35X0.762=375.17+3%=386.43)DSR 2023/ 10.7 |
| 41 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 8 mm thickness (weight not less than 12.50 kg/sqm)(1685.40X0.762=1284.27+3%=1322.80)DSR2023/ 21.3.3(Rates factored as per govt gudlines |
| 42 | 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 withspecial shaped washers etc. complete.(194.40X0.762=148.13+3%=152.58)DSR/2023-10.16.1 |
| 43 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).(772.40X0.762=588.57+3%=606.23DSR/2023-10.28 |
| 44 | Part-C (Electrical Work For Kiosak)Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as (Group C)required.(2101.00X0.838=1760.64)1.3.3 |
| 45 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as (Group C) required.(994.00X0.838=832.97)1.55.3 |
| 46 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 A & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. (659.00X0.838=552.34)1.32 |
| 47 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providng and fixing 2 Nos. 3 pin 5/6 A modular socket outlet and 2 Nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings). (757.00X0.838=634.37)1.56 |
| 48 | Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25/32 A modular socket outlet and 25/32 A modular SP MCB, “C” curve including connections, painting etc. as required(807.00X0.838=676.27). 1.57 |
| 49 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit for 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire For 6A Point (370.00X0.838=310.06)1.7.1 |
| 50 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit for 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire For 6A & Light Circuit Point9414.00X0.838=346.93)1.7.2 |
| 51 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit for 2 X 4 sq. mm + 1 X 4 sq. mm earth wire For 16A Power Circuit Point (476.00X0.838=398.89)1.7.3 |
| 52 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc.as required. (But without MCB/RCCB/Isolator)12 way, Double door(2871.00X0.838=2405.90)DSR 2.3.3 |
| 53 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete withconnections, testing and commissioning etc. as required.Single Pole(285.00X0.838=238.83)2.10.1 |
| 54 | Supplying and fixing following rating, double pole, 240 V, isolatorin the existing MCB DB complete with connections, testing and commissioning etc. as required.40 A(472.00X0.838=395.54)DSR 2.12.1 |
| 55 | Supplying and fixing following rating, four pole, 415 V, isolator inthe existing MCB DB complete with connections, testing and commissioning etc. as required.63 A(1115.00X0.838=934.37)DSR 2.13.2 |
| 56 | Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. for 40A(2512.00X0.838=210.06)DSR 2.14.2 |
| 57 | Same as above in Item no.56 but for 63 A(2866.00X0.838=2401.71)DSR 2.14.3 |
| 58 | Supply and fixing of recess/ Surface/ Pendent mounting round 12 to 15 Watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect. CAT AA(1180.00X0.838=988.84)DSR 8.5.3 |
| 59 | Supply and fixing of LED Tube Light with batten suitable for up to 18 X 22 watt LED tube light complete including tube etc on surface complete in all respect (780.00X0.838=653.64)DSR 1.11.1 |
| 60 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.(351.00X0.838=6998.14)5.4 |
| 61 | Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required.(1638.00X0.838=1372.64)5.1 |
| 62 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required.(1246.00X0.838=1044.15)5.14 |
| 63 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/submain wiring/ cable as required.(50.00X0.838=41.90)5.18 |
| 64 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.95 sq. mm 3-1/2 coreSOR-501 ( n ) |
| 65 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.1C X 10 sqmm Cu flexible(Unarmoured) cable NSI-1 |
| 66 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV gradeas required.1C x 10 sq.mm copper cable NSI-2 |
| 67 | Part D (Construction of Drain)Earthwork in excavation by mechanical mens (Hydraulic excavator)/ manual means over areas(exceeding 30cm in depth, 1.5m width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by engineer-in-charge)(177.50X0.762=135.25+3% of 135.25=139.31).DSR-2023/2.6 .1(Rates factored as per govt gudlines) |
| 68 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinth level:1:4:8 derived from natural sources : 8 graded stone aggregate 40mm nominal size derived from natural sources)(6812.00X0.762=5190.74+3%of 5190.74=5346.46)DSR-2023/4.1.8 (Rates factored as per govt gudlines |
| 69 | Providing and laying in position ready mixed or site batched design mixConcrete of M25 grade with minimum cement content of 330 kg /cum 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 .: All works upto plinth level(9504.75X0.762=7242.62+3%=7459.90)DSR-2023/5.33.1.1 |
| 70 | Centering and shuttering including strutting, propping etc. and removal of form for Walls of any thickness(842.50X0.762=641.98+3%of641.98=661.24)DSR 5.9.2 |
| 71 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofsa, landings balconies and access platforms(927.25X0.725=706.56+3%=727.76DSR 2023/ 5.9.3 (Rates factored as per govt gudlines) |
| 72 | Steel Reinforcement for R.C.C work including straightening, cutting, bending, pacing in position and binding all complete upto plinth level Thermo mechanically treated brs of grde Fe-500D or more(107.85X0.762=82.18+3%=84.65)DSR -2023/5.22.6 (Rates factored as per govt gudlines) |
| 73 | Providing and Installing FRP Drain Grating 40 Ton Load, 600x 600 mm size with all Fixtures Installations |
| 74 | Part-E ( Providing & Fixing of Fountain) Earthwork in excavation by mechanical mens (Hydraulic excavator)/ manual means over areas(exceeding 30cm in depth, 1.5m width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed by engineer-in-charge).(177.50X0.762=135.25+3% of 135.25=139.31).DSR-2023/2.6 .1(Rates factored as per govt gudlines) |
| 75 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work upto plinth level:1:4:8 derived from natural sources : 8 graded stone aggregate 40mm nominal size derived from natural sources)(6812.00X0.762=5190.74+3%of 5190.74=5346.46)DSR-2023/4.1.8 (Rates factored as per govt gudlines) |
| 76 | 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 .: All works upto plinth level Concrete of M25 grade with minimum cementcontent of 330 kg /cum (9504.75X0.762=7242.62+3%=7459.90)DSR-2023/5.33.1.1 |
| 77 | Centering and shuttering including strutting, propping etc. and removal of form for Walls and thickness(842.50X0.762=641.98+3%of641.98=661.24)DSR 5.9.2 |
| 78 | Steel Reinforcement for R.C.C work including straightening, cutting, bending, pacing in position and binding all complete upto plinth level Thermo mechanically treated brs of grde Fe-500D or more(107.85X0.762=82.18+3%=84.65)DSR -2023/5.22.6 (Rates factored as per govt gudlines) |
| 79 | Providing and fixing of fountain mosaic tiles in fountain walls and base area all as per selected by architect MR |
| 80 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :(3186.70X0.762=2428.27+3%=2501.11) |
| 81 | Providing and fixing 20 mm nominal outer dia Pipes Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing.This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.(537.60X0.762=409.65+3%=421.94)DSR 2023/18.8.2(Rates factored as per govt gudlines) |
| 82 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. Extemal work 32 mm diameter pipe(540.30X0.762=411.71+3%=424.06)DSR 2023/18.12.4 |
| 83 | Providing and fixing foundation nozzle of brass medium MR |
| 84 | Providing and fixing testing and commisioning of 1 HP fountain pump of Kilosker or Jindal MR |
| 85 | Providing and fixing testing and commisioning of pump control panel of aprroved brand and quality MR |
| 86 | Supplying and drawing following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required.4 x 1.5 sq. mm(130.00X0.838=31.84) DSR/1.17.4 |
| 87 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.(8351.00X0.838=6998.14) 5.4 |
| 88 | Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required.1638.00X0.838=1372.64)5.1 |
| 89 | Part-F (Horticulture Work) Trenching in ordinary soil up to required depth including removal and stacking of serviceable materials and then disposing of as directed and spreading earth & neatly levelling, breaking clods etc. and making the trenched area with designed mounds, paths and sitting spaces etc. to proper levels by filling with earth or earth mixed with manure and properly watering complete work in required topography as per drawing & specifications. (119.00X0.838=99.72) DSR 2.1 |
| 90 | Supplying and stacking of good earth at site including royalty but including carriage 1km (earth measusred in stacks will be reduced by 20% for payment). (803.75X0.838=673.54) DSR 2.2 |
| 91 | Supplying and stacking at site dump manure from approved source,including carriage up to 1 km (manure measured in stacks will be reduced by8% for payment) (491.65X0.838=412.00)DSR 2.4.3 |
| 92 | Mixing earth and manure in specified proportion or as directed.(55.70X0.838=46.68) DSR 2.9 |
| 93 | Rough dressing the trenched ground including breaking the clods.(2.30X0.838=1.93) DSR 2.5 |
| 94 | Fine dressing the ground (5.60X0.838=4.69) DSR 2.7 |
| 95 | Spreading of mixed good earth and manure in specified proportions as above and in required thickness.(79.70X0.838=66.79) DSR 2.8 |
| 96 | Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation.(7.45X0.838=6.24) DSR 2.6 |
| 97 | Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness on existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same, as per direction of officer in charge (113.70X0.838=95.28) DSR 2.34 |
| 98 | Providing and stacking of Mimusops elengi (Maulsri) of height 180-195 cm., well developed with thick stem in big in big size HDPE bag as per direction of the officer-in-charge (136.00X0.838=113.97) DSR 7.59 |
| 99 | Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge.(108.35X0.838=90.80) DSR 7.75 |
| 100 | Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge(65.00X0.838=108.94) DSR 7.5 |
| 101 | Providing and stacking of Foxtail palm of ht. 120-150 cm bottom girth 15- 20 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge.(249.15X0.838=208.79) DSR 7.42 |
| 102 | Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge (22.85X0.838=19.15) DSR 6.12 |
| 103 | Providing and stacking of Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara,Mohan,Scarlet Queen, Variegated, Glabra Formosa, Peruviana Odissi, Paratha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge.(42.15X0.838=35.32) DSR 9.4 |
| 104 | Providing and stacking of Allamanda cathartica of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge.(48.15X0.838=40.35) DSR 9.1 |
| 105 | Providing and stacking of Foxtail palm of ht. 120-150 cm bottom girth 15- 20 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge.(249.15X0.838=272.35) DSR 7.42 |
| 106 | Part-G (Street Light Work)Supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactors, HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect. SOR -807(C)- 2018 (C2) |
| 107 | Providing,supplying and fixing of 90W post top Light Fixture made of Elegantly designed die-cast aluminum housing acting as heat sink for efficient thermal management, sturdiness and excellent corrosion resistant. Injection moulded clear polycarbonate cover with IK09 impact resistance rating.Suitable to mount using decorative brackets to illuminate roads and Footpaths .High efficiency long life LED module with SMD LED package mounted on MCPCB with lumen efficacy of >130 lm/W with system lumen 11500(System Lumen Efficacy>125Lm/W). Powered by built-in, isolated electronic LED driver in ABS housing mounted on MS plate with APFC (SMPS based constant current supply) with lower THD, Output Short / Open Circuit protection, Over Voltage protection, Surge Voltage protection. CCT 5700, CRI>70, THD<10%, PF>.95, IP66, IK09.Life class of 50,000 hrs @ L70, Operating Temperature:-10 TO +50 DEG.C; Operating Voltage Range :140- 270VAC/50 HZ. DRIVER SAFETY REQUIREMENT STANDARDS :IS 15885-2-13, TEST REPORT TO BE SUBMITTED; DRIVER PERFORMANCE REQUIREMENTS: IS 16104, TEST REPORT TO BE SUBMITTED; PHOTO BIOLOGICAL SAFETY NORMS: IS 16108, TEST CERTIFICATE TO BE SUBMITTED; CERTIFICATION: LM 79 FOR LUMINAIRE LM 80 FOR LED SOURCE. Equivalent in Havells, Signify, LT for Street Lit MR |
| 108 | Providing,supplying and fixing Decorative Double Arm Bracket of 1m Length with 48mm GI Pipe suitable for product mounting and Pole installation in 76mm Dia Pole. Equivalent in Havells, LT, Regent for Media Lit MR |
| 109 | Providing,supplying and fixing of 36 watt LED street light of approved model LI-8404, consisting of perforrated MS pole of 140mm dia and 3.8m clear height. Cast aluminium fixture, cap and arm,GRP Top reflector, ss crews, toughened glass, silicon rubber gasket, corrosion and UV ray resistant coating all complete. for Pedestrian Lit MR |
| 110 | Providing,supplying and fixing 8-Meter-high Pole (EROSPOLET03080M) Mild steel base plate of 250 mm X 250 mm with 12mm thickness, having 4 holes of 20 mm dia at adistance of 200 mm Equivalent to Havells for Median Lit MR |
| 111 | Supply & laying of 4 C x 25 sq.mm size of 1.1KV grade multicore aluminium conductor XLPE insulated and PVC sheathed armoured cable in existing trenches/ hume pipe/in ground as per IS : 7098:1988 with upto date amendments.g.. MR |
| 112 | Same as above in Item no.112 but for 4 C x 10 sq. mm. size MR |
| 113 | Supplying and making cable end termination with brass compression glands and aluminium lugs including inhibiting compound to be used in each lug, for the 4 C x 25 sq.mm XLPE aluminium conductor armoured cables of 1.1 KV grade etc, complete as required. MR |
| 114 | Same as above in Item No.114 but for 4 C x 10 sq. mm XLPE MR |
| 115 | Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. MR |
| 116 | Supplying and drawing following sizes of PVC insulated PVC sheathed copper conductor unarmoured multicore cable in the existing poles and bracket from cable termination connector to the fitting i/c providing suitable copper lugs connections etc. as reqd.MR |
| 117 | Providing and fixing 8 SWG dia G.l. wire on surface or in recess for loop earthing etc. as required.MR |
| 118 | SuB Feeder PillarInComer Incoming-8way TPN feeder Pillar a) 40A 4P MCB (10ka) with Thermal magnetic Release & Rotary handle 1No. B) 3 Phase and Neutral (100%N) Aluminium Bus Bars of 60amps. Capacity.Outgoing-a) 40AMP. TP Contractor with No/NC Contacts -1 set.b) 24Hours Timer-1setc) 20A 4P MCB (10ka)-21Nos.d) 20A DP MCB (10Ka)-3 Nos.e) 16AMP Switch & Socket-1Nos. With in the Feeder Pillar.External Lighting Feeder Pillar as above & Supply, Recieving, Fixing, Testing & Commissionary of Extrnal Lighting Panel as described Above |
| 119 | Part-H(landscapping Light)Supply and Fixing of Lycus 9W MR |
| 120 | Supply and Fixing of Up Down Light CLIO 25W MR |
| 121 | Supply and Fixing of Compass 80W 3000K MR |
| 122 | Supply and Fixing of M15 Female Supply Cable 1M 2Pin MR |
| 123 | Supply and Fixing of CS JUNCTION BOX 3 WAY |
| 124 | Supply and Fixing of FLEXILINECOLORSCAPELED14.4W/3000W 5 meters MR |
| 125 | Supply and Fixing of LEDDRIVERCV350W24V14.6AEBV350S024SV MR |
| 126 | Supply and Fixing of CS JUNCTION BOX 3 WAY MR |
| 127 | Wirin for Circuit /submain wirin alon wit eart wire wit 2 X 2.5 sq. mm + 1 X 2.5 sq. mm of FRLS/FFRPVC insulated copper cunductor, sile core cable wit surface/recessed steel cunduit as requiredearth wire(in minimum 20mm) power loop point (DSR/2025-1.7.2) (414 X0.838=100.56 |
| 128 | Same as above in Item No.128 but for size 4 X 6 sq. mm +2 X 6 sq. mm earth wire (DSR/2025-1.7.9)(1001.00X0.838=216.20 |
| 129 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/ Isolator)-4 way (4+12) double door- (DSR/2025-2.5.1) |
| 130 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required-Single pole (DSR/2025-2.10.1) |
| 131 | Supplying and fixing of 25mm dia size medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. (MR) Please Enable Macros to View BoQ information |
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