| 1709142094000 | 0 | None | None | Water supply/sewage lines | Construction of Toilet near Tahasildhar Ofice Compound, Development of Varde Colony Gardens, Dr. B.R Ambedkar Garden and Jamboti Circle Hutatma Chowk in TP KHANAPUR limits under Chief Minister Amrut Nagarothana (Municipality) Phase-4 Project. | 1348797.86 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2848201 | 92383 | None | I No.1.1 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading,caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.In all kinds of soils Depth upto 1.5 m | Cum | 195.3 | 195.3 | 8.92 | False | None | None | False | None | False | 1742.076 | 0 | | 2848202 | 92383 | None | I No.1.2 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness,well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing,and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately).Mix 1 4 8( M5) Using 40 mm nominal size graded crushed coarse aggregates. | Cum | 5466.3 | 5466.3 | 1.37 | False | None | None | False | None | False | 7488.831 | 0 | | 2848203 | 92383 | None | I No.1.3 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. | Cum | 6893.04 | 6893.04 | 2.35 | False | None | None | False | None | False | 16198.644 | 0 | | 2848204 | 92383 | None | I No.1.4 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1 6 (1 cement 6 coarse sand) | Cum | 5820.15 | 5820.15 | 3.28 | False | None | None | False | None | False | 19090.092 | 0 | | 2848205 | 92383 | None | I No.1.5 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1 4 (1 cement 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. | Cum | 7295.4 | 7295.4 | 15.69 | False | None | None | False | None | False | 114464.826 | 0 | | 2848206 | 92383 | None | I No.1.6 | Providing Half brick masonry with common burnt clay Non Modular bricks of class designation 3.5 in foundations and plinth in Cement mortar 1 3 (1 cement 3 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. | Sqm | 893.55 | 893.55 | 0.78 | False | None | None | False | None | False | 696.969 | 0 | | 2848207 | 92383 | None | I No.1.7 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7519.68 | 7519.68 | 1.09 | False | None | None | False | None | False | 8196.4512 | 0 | | 2848208 | 92383 | None | I No.1.8 | Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. | Cum | 79111.2 | 79111.2 | 0.11 | False | None | None | False | None | False | 8702.232 | 0 | | 2848209 | 92383 | None | I No.1.9 | Fixing of door frame in an existing opening including embedding frame in floor and walls after cutting masonry for holdfasts for embedding holdfast in cement concrete 1 3 6 of 20mm and down size granite metal painting two coats of coal tar to sides of frame, making good the damages to walls and floor as required and disposal of the debris with lead upto 50 m. including cost of materials, labour charges, omplete as per specifications. | Nos | 1555.05 | 1555.05 | 4.0 | False | None | None | False | None | False | 6220.2 | 0 | | 2848210 | 92383 | None | I No.1.10 | Providing and fixing 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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kg | 111.3 | 111.3 | 221.13 | False | None | None | False | None | False | 24611.769 | 0 | | 2848211 | 92383 | None | I No.1.11 | Providing and fixing in position fully panelled Matti/Nandi wood shutters for doors with, stiles and rails of 35mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. excluding cost of fixtures | Sqm | 4227.3 | 4227.3 | 3.15 | False | None | None | False | None | False | 13315.995 | 0 | | 2848212 | 92383 | None | I No.1.12 | Providing and fixing chromium plated brass curtain rod with ISI mark having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete 100x58x1.9mm | No | 31.5 | 31.5 | 2.0 | False | None | None | False | None | False | 63.0 | 0 | | 2848213 | 92383 | None | I No.1.13 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS 4992 with necessary screws etc. complete 100mm | Nos | 25.2 | 25.2 | 2.0 | False | None | None | False | None | False | 50.4 | 0 | | 2848214 | 92383 | None | I No.1.14 | Providing and fixing aluminium tower bolts, ISI marked, anodised (an odic coating not less than grade AC 10 as per IS 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete | Nos | 116.55 | 116.55 | 2.0 | False | None | None | False | None | False | 233.1 | 0 | | 2848215 | 92383 | None | I No.1.15 | Providing 12 mm cement plaster with cement mortar 1 4 (1 cement 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 223.65 | 223.65 | 28.37 | False | None | None | False | None | False | 6344.9505 | 0 | | 2848216 | 92383 | None | I No.1.16 | Providing 20 mm cement plaster of mix 1 4 (1 cement 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge | Sqm | 313.95 | 313.95 | 147.36 | False | None | None | False | None | False | 46263.672 | 0 | | 2848217 | 92383 | None | I No.1.17 | Providing and laying Cement concrete flooring 40 mm thick with 20 mm nominal size stone aggregate using 1 2 4 (1 cement 2 coarse sand 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry complete. | Sqm | 800.1 | 800.1 | 5.78 | False | None | None | False | None | False | 4624.578 | 0 | | 2848218 | 92383 | None | I No.1.18 | Providing and fixing 1st 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 at 3.3kg per m2, including pointing in white cement mixed with pigment of matching shade complete | Sqm | 1012.2 | 1012.2 | 53.93 | False | None | None | False | None | False | 54587.946 | 0 | | 2848219 | 92383 | None | I No.1.19 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied at 1.67 ltr/10 mm2 over and including priming coat of exterior primer applied at 2.20 kg/10 mm2) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 142.8 | 142.8 | 147.36 | False | None | None | False | None | False | 21043.008 | 0 | | 2848220 | 92383 | None | I No.1.20 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge | Sqm | 136.5 | 136.5 | 3.15 | False | None | None | False | None | False | 429.975 | 0 | | 2848221 | 92383 | None | I No.1.21 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. | Each | 88269.3 | 88269.3 | 0.26 | False | None | None | False | None | False | 22950.018 | 0 | | 2848222 | 92383 | None | I No.1.22 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron 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 580x440 mm with integral type foot rests | Nos | 4458.3 | 4458.3 | 4.0 | False | None | None | False | None | False | 17833.2 | 0 | | 2848223 | 92383 | None | I No.1.23 | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete. 160mm weight of pipe -3.923 kg | Each | 521.26 | 521.26 | 30.0 | False | None | None | False | None | False | 15637.8 | 0 | | 2848224 | 92383 | None | I No.1.24 | KSRB 13-11 : Providing and placing on terrace, polyethylene water storage tanks as per IS12701 1996 with manhole lid and suitable locking arrangements, making holes of suitable diameter for inlet, outlet and over flow pipes, including cost of all materials, labour, transport charges, HOM and testing complete as per specifications. (For 1000 litre capacity) Specification No.KBS 13.22 | Nos | 7169.4 | 7169.4 | 1.0 | False | None | None | False | None | False | 7169.4 | 0 | | 2848225 | 92383 | None | I No.1.25 | KSRB13-10 : Providing and fixing to wall, ceiling and floor unplasticised PVC pipes 10.00 kgs/sqcm working pressure of outside diameter chemp plast I Wavin or equivalent make with pipe fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials, labour charges, HOM and testing complete as per specifications. Specification No.KBS 13.2.154/13.9 25MM dia UPVC Pipe | m | 123.9 | 123.9 | 20.0 | False | None | None | False | None | False | 2478.0 | 0 | | 2848226 | 92383 | None | I No.1.26 | KSRB13-10 : Providing and fixing to wall, ceiling and floor unplasticised PVC pipes 10.00 kgs/sqcm working pressure of outside diameter chemp plast I Wavin or equivalent make with pipe fittings, wall clips, making good the wall, ceiling and floor, including cost of all materials, labour charges, HOM and testing complete as per specifications. Specification No.KBS 13.2.154/13.9 20MM dia UPVC Pipe | m | 112.35 | 112.35 | 12.0 | False | None | None | False | None | False | 1348.2 | 0 | | 2848227 | 92383 | None | I No.1.27 | Providing and fixing PTMT bib cock of approved quality and colour. 15mm nominal bore, 86 mm long, weighing not less than 88 g | Nos | 155.4 | 155.4 | 4.0 | False | None | None | False | None | False | 621.6 | 0 | | 2848228 | 92383 | None | I No.1.28 | Providing and fixing PTMT stop cock of approved quality and colour.15 mm nominal bore, 86 mm long, weighing not less than 88 g | Nos | 149.1 | 149.1 | 4.0 | False | None | None | False | None | False | 596.4 | 0 | | 2848229 | 92383 | None | I No.1.29 | Supplying PVC/GI flexible conduit pipe mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300 mm using NF screws and on either end of the pipe terminated completely PAGE NO - 2 ,INO-1.9.2 SR 202-22,PART - 1 25 mm | m | 31.0 | 31.0 | 5.0 | False | None | None | False | None | False | 155.0 | 0 | | 2848230 | 92383 | None | I No.1.30 | Supplying and drawing Flexible Multicore Cable manufactured with electrolytic grade flexible copper with low conductor confirming to IS 8130-1984 and (Virgin) PVC insulation sheathed suitable for working voltage upto 1100V as per IS- 694:2010 ,PAGE NO - 3 ,I -NO-2.5.8 SR 202-22,PART - 1 3C x 2.5 mm2 | m | 109.0 | 109.0 | 30.0 | False | None | None | False | None | False | 3270.0 | 0 | | 2848231 | 92383 | None | I No.1.31 | Fabricating, supplying and erection of ... ms long hot dip Galvanized Conical hot dip Pole with BSEN 10025 grade S355JO steel plate for shaft, IS 2062 for base plate with door opening arrangements, including suitable boards, Bakelite sheet and MCBs as per IS specifications suitable to withstand the wind speed of 47 m/s for ....m Pole in single section and single joint welded as per IS 9595/ IS10178AWS having dimensions bottom.... mm, top......mm with 3 mm thick, suitable base plate and 4Nos of.....long J bolts along with template and the Pole shall be hot dip galvanized in single dipping with not less than 65micron as per ASTM-A123 and 153 etc.,(excluding foundation) as per drawing appended.Part - I chapter -2,Page No -7 I-No 4.4.1 3 m - Top 77 mm and Bottom 105 mm dia | Each | 5925.0 | 5925.0 | 6.0 | False | None | None | False | None | False | 35550.0 | 0 | | 2848232 | 92383 | None | I No.1.32 | Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and C'Type curve indicator ON/OFF energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.Page No-13 ,Part -I I-No 5.17.1 6-32 A SP | Each | 523.0 | 523.0 | 6.0 | False | None | None | False | None | False | 3138.0 | 0 | | 2848233 | 92383 | None | I No.1.33 | Supplying & fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and C'Type curve indicator ON/OFF energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required confirming to IEC 60898.Page No-13 ,Part -I I-No 5.17.4 6-32 A DP | Each | 1103.0 | 1103.0 | 1.0 | False | None | None | False | None | False | 1103.0 | 0 | | 2848234 | 92383 | None | I No.1.34 | Supplying and fixing angle iron frame work fabricated out of MS.angle iron. and M.S Flat.....with bolts, washers etc.and painted with 2 coats of red oxide and then two coats of approved paint. Page No-15,Part -I I-No 5.41.2 50 x 50 x 6 mm | m | 356.0 | 356.0 | 5.0 | False | None | None | False | None | False | 1780.0 | 0 | | 2848235 | 92383 | None | I No.1.35 | Supplying and fixing of solar Lux level street light control switch single phase including suitable capacity contactor I-No 5.49.1 | Each | 9072.0 | 9072.0 | 1.0 | False | None | None | False | None | False | 9072.0 | 0 | | 2848236 | 92383 | None | I No.1.36 | Supply of LED pole mounting type post top lantern with pressure die cas aluminium housing bodYfor optimal thermal dissipation. Lamp compartment comprising of anti glare clear diffuser with Injection moulded polycarbonate clear glass material,delivering superior light outputRated life Burning Hrs 50000 hr Lumen Maintenance of70 CCT 5500K,IP65 optical and electrical compartment & impact resistance of complete luminaire IK08.Power Factor 0.9 with mains,Surge Protection- Min 5KValong with Over voltage/Overload, short circuit miss-wiring protection. Compatible fo pole mounting with outer dia of 40mm to 50mm. Universal Voltage drive to operate wide voltage range from 100Vto270V 50 60Hz application Compliance to IS 10322 1 EC 60598, LM 79 LM 80 Adherence with RoHS.ULapproved MCPCB LED Efficiency 1301m/w, nominal CRI 75 Luminaire manufacturer should have in- house facility accredited byNABL/CPRI & any Government certified agency Design & Development facility certified by ISO 9001 2008. Housing with supplier word mark name shall be Engraved Embossing on the die cast housing Body part Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given byLED manufacturer Cree/Nichia/ Lumileds/Osram make LED anufacturer should have in- house facility accredited byNABL/CPRI & any Government certified agency & Design & Development facility certified by ISO 9001:2008. Housing with supplier word mark /name shall be Engraved /Embossing on the die cast housing Body part Warranty of 2 Years against any manufacturing defect working under standard electrical conditions as mentioned above should be given byLED manufacturer & Cree Nichia Lumileds/Osram make LED Source.CHAPTER 11 PART I ,PAGE NO-35 I-No 11 7 LED Post Top Lantern with 25 W | Nos | 7173.0 | 7173.0 | 6.0 | False | None | None | False | None | False | 43038.0 | 0 | | 2848237 | 92383 | None | I No.1.37 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. CIVIL SR 2022-23 OF V-I PAGE NO-8, I- No 1.13 .9 X .8 X .8 = .576 x 74.032 = Depth exceeding 1.5 m, but not exceeding 3 m | Cum | 320.0 | 320.0 | 4.03 | False | None | None | False | None | False | 1289.6 | 0 | | 2848238 | 92383 | None | I No.1.38 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap /basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness,well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as petechnical specifications. (The cost of steel reinforcement & formwork shall be paid separately) CIVIL SR 2022-23 OF V-I PAGE NO-15, I-2.1,2.1.2 Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5632.2 | 5632.2 | 0.22 | False | None | None | False | None | False | 1239.084 | 0 | | 2848239 | 92383 | None | I No.1.39 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials,quality confirming to the requirements of relevant IS codes , labour,Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) ) CIVIL SR 2022-23 OF V-I PAGE NO-13, I-2.1,2..21.1 .M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6591.37 | 6591.37 | 1.01 | False | None | None | False | None | False | 6657.2837 | 0 | | 2848240 | 92383 | None | I No.1.40 | Steel Cold Twisted HYSD bars Providing T.M.T Steel reinforcement for R.C.C workin cluding straightening ,cutting ,hooking ,placing in position lapping and / or welding wherever reqired,tying with binding wire and anchoring to the adjoining members CIVIL SR 2022-23 OF V-I PAGE NO-A-4,Sl.No82 | Tonne | 65100.0 | 65100.0 | 0.08 | False | None | None | False | None | False | 5208.0 | 0 | | 2848241 | 92383 | None | I No.1.41 | 1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975 I-No 32.01 6 Sqmm, 2 Core, 24 GI Wire - 1.4 mm | Mtr | 81102.0 | 81102.0 | 0.16 | False | None | None | False | None | False | 12976.32 | 0 | | 2848242 | 92383 | None | I No.1.42 | Laying of cable in Existing Trench/GI pipe/ Stone Ware /RCC Hume pipe using Wooden /Aluminum Rollers as directed by the departmental staff I -No 31.05 LT Cable 2.5 to 25 Sqmm PER KM RATE 16159 | Mtr | 16159.0 | 16159.0 | 0.16 | False | None | None | False | None | False | 2585.44 | 0 | | 2848243 | 92383 | None | I No.1.43 | Earth work excavation for cable trench of 0.5 to 0.75 Mtr. Width and Depth upto 1 Mtr including trial pits, depositing on bank upto a lead of 50 Mtr, Supplying and Displaying necessary Danger Boards and Lighting, Using sight Rails and Sign Boards at every 100 Mtr wherever necessary as directed.PART IV I No 29.02 In Ordinary Soil | Cum | 226.0 | 226.0 | 120.0 | False | None | None | False | None | False | 27120.0 | 0 | | 2848244 | 92383 | None | I No.1.44 | Refilling the cable trenches with selected available earth from trench excavation including watering, consolidation in layers of 15 cm. Thickness including depositing of the surplus earth with a lead of 200 Mtr PAGE NO -8 PART -IV I.No 29.07 | Cum | 58.0 | 58.0 | 120.0 | False | None | None | False | None | False | 6960.0 | 0 | | 2848245 | 92383 | None | I No.1.45 | GI Pipe B - Class as per IS-1239 PAGE NO -16 PART NO- III 49.05 GI Pipe - 50 mm Dia | Mtr | 383.0 | 383.0 | 6.0 | False | None | None | False | None | False | 2298.0 | 0 | | 2848246 | 92383 | None | I No.1.46 | Laying the GI Pipe 80 mm to 150 mm dia at Drainage Water Supply Crossing including fixing collars elbows, bends, Tees and other fitting with Cuts and Threads wherever necessary complete. I.No 29.15 | Mtr | 58.0 | 58.0 | 6.0 | False | None | None | False | None | False | 348.0 | 0 | | 2848247 | 92383 | None | I No.1.47 | HDPE/PLB Pipe 40/33 mm PAGE NO -26 RART - III | Mtr | 60790.0 | 60790.0 | 0.15 | False | None | None | False | None | False | 9118.5 | 0 | | 2848248 | 92383 | None | I No.1.48 | GI Grounding pipe, B - Class, 42 mm dia, 2.5 Mtr long,3.2 mm thick with bolt, nut, GI Strips and washer complete Minimum Weight of GI Pipe:.3 Kg PAGE NO -9 PART III I No 54.01 | Nos | 770.0 | 770.0 | 1.0 | False | None | None | False | None | False | 770.0 | 0 | | 2848249 | 92383 | None | I No.1.49 | Good Quality well burnt Charcoal for grounding purposes packed in non returnable gunny bag of 30 Kg each I No 54.02 | Bag | 660.0 | 660.0 | 1.0 | False | None | None | False | None | False | 660.0 | 0 | | 2848250 | 92383 | None | I No.1.50 | Good Quality Salt for grounding purposes packed in 50 Kg gunny bag I No 54.03 | Bag | 303.0 | 303.0 | 1.0 | False | None | None | False | None | False | 303.0 | 0 | | 2848251 | 92383 | None | I No.1.51 | Digging of Pit for providing GI Pipe type Earthing LABOUR RATE I No 1.6 | Nos | 1.0 | 1.0 | 1.0 | False | None | None | False | None | False | 1.0 | 0 | | 2848252 | 92383 | None | I No.1.52 | Ordinary Soil PART -IV PAGE NO-1.6.1 | Per Pit | 578.0 | 578.0 | 6.0 | False | None | None | False | None | False | 3468.0 | 0 | | 2848253 | 92383 | None | I No.1.53 | 8 SWG GI Wire MT -77850 / 1000 is equal to 77.85 PER KG (4.064 mm Dia), Std Wt: 125 Kg/KM PAGE NO - 9 PART -III I No 8.02 | Per Kg | 77850.0 | 77850.0 | 0.06 | False | None | None | False | None | False | 4671.0 | 0 | | 2848254 | 92383 | None | I No.1.54 | Brass Cable Gland PAGE NO -25 I No 70.01 25mm | Nos | 77.0 | 77.0 | 2.0 | False | None | None | False | None | False | 154.0 | 0 | | 2848255 | 92383 | None | I No.1.55 | Aluminium End Terminal (Lug) PAGR NO - 21 PART-II I No 64.01 10 Sqmm | Nos | 3.0 | 3.0 | 72.0 | False | None | None | False | None | False | 216.0 | 0 | | 2848256 | 92383 | None | I No.1.56 | Providing 20 mm cement plaster with cement mortar 1 4 (1 cement 4 coarse sand) finished with a floating coat of neat cement to brick/stone masonry including rounding off corners wherever required smoothrendering, providing and removing scaffolding, including cost of materials,labour, curing complete as per specifications and as per directionsof Engineer-in-charge. PWD Common DSR 2021-22 Volume II P No 41 I.No 8.3.1 | Sqm | 322.35 | 322.35 | 97.5 | False | None | None | False | None | False | 31429.125 | 0 | | 2848257 | 92383 | None | I No.1.57 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied at 1.67 ltr/10 m2 over and including priming coat of exterior primer applied at 2.20 kg/10 m2) with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. PWD Common DSR 2021-22 Volume II P No.46/I No.8.3 Vol-2 | Sqm | 142.8 | 142.8 | 256.5 | False | None | None | False | None | False | 36628.2 | 0 | | 2848258 | 92383 | None | I No.1.58 | Dismantlingtileworkinfloorsandroofslaidincementmortarincludingstacking materialto the appropriate disposal area as per direction ofEngineer-in-chargeForthicknessoftilesabove25mmandupto40mm.PWD Common DSR 2021-22 Volume II P No: 165 I.No: 19.22.2 | Sqm | 58.8 | 58.8 | 90.0 | False | None | None | False | None | False | 5292.0 | 0 | | 2848259 | 92383 | None | I No.1.59 | Providing Brickworkwithcommonburntclay NonModular bricksofclass designation 3.5 in foundation and plinth in Cement mortar1:4 (1 cement : 4 coarse sand) including cost of all materials,labour,scaffoldingandusagechargesofmachinery&otherincidentalchargescompleteasperthedirectionofengineerinchargeofwork. ..PWD Common DSR 2021-22 Volume II P No: 13 I.No:6.2 | Cum | 7030.8 | 7030.8 | 4.14 | False | None | None | False | None | False | 29107.512 | 0 | | 2848260 | 92383 | None | I No.1.60 | Providing and laying in position Reinforced cement concretefor allFoundationworks. Thegranite/trap/basaltcrushed graded coarseaggregatesand fine aggregatesas per relevant IS Codes machinemixed with super plasticizerslaid in finished layers, well compactedusing needle vibrators,including all lead & lifts,cost of all materials,quality confirming to the requirements ofrelevant IS codes , labour,Usage charges of machinery,curing and all the otherappurtenancesrequiredtocompletetheworkaspertechnicalspecifications M20Design Mix Using 20 mm and down size graded crushed coarseaggregates.PWD Common DSR 2021-22 VolumeI P No: 16 I.No:2.3.1 SOR CODE F030A | Cum | 6266.4 | 6266.4 | 0.69 | False | None | None | False | None | False | 4323.816 | 0 | | 2848261 | 92383 | None | I No.1.61 | Providing12 mm cement plasterwith cement mortar 1:4 (1 cement:4 fine sand) to brick masonry including rounding off corners whereverrequiredsmoothrendering,providingandremovingscaffolding,includ-ingcostofmaterials,labour,curingcompleteasperspecificationsandasperdirectionsofEngineer-in-charge.. PWD Common DSR 2021-22 Volume II P No: 41 I.No: 8.1.1 | Sqm | 223.65 | 223.65 | 44.0 | False | None | None | False | None | False | 9840.6 | 0 | | 2848262 | 92383 | None | I No.1.62 | Providing and laying Polished 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 18mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4coarsesand)laidandjointedwithcementslurryandpointingwithwhitecementslurryadmixedwithpigmentofmatchingshadeincludingrubbing ,curingandpolishingetc.allcompleteasspecifiedandasdirectedby the Engineer-in-Charge. Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye,Lakared,RiverPink, OrissaBlueorequivalent. . PWD Common DSR 2021-22 Volume II P No: 63 I.No: 9.24 | Sqm | 3013.5 | 3013.5 | 124.0 | False | None | None | False | None | False | 373674.0 | 0 | | 2848263 | 92383 | None | I No.1.63 | Loosening, leveling and Compacting original ground supportingembankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm, mixed with water at OMC andthen compacted by rolling so as to achieve minimum dry densityas given in Table 300-2 for embankment construction.PWD Common DSR 2021-22 Volume III v-III, p.no.15 i.no. 3.7 | Cum | 91.35 | 91.35 | 7.52 | False | None | None | False | None | False | 686.952 | 0 | | 2848264 | 92383 | None | I No.1.64 | Construction of Granular Sub-Base of required grading as per design 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 (V) For Grading -V Material PWD Common DSR 2021-22 Volume III P No: 19 I.No: 4.2B (V ) | Sqm | 2345.7 | 2345.7 | 7.52 | False | None | None | False | None | False | 17639.664 | 0 | | 2848265 | 92383 | None | I No.1.65 | Providing and laying heavy duty cobble stones 75mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its final level, including cost of materials, labour and Usage charges of machinery complete as per specifications.v-2, p.no.64 i.no. 9.32 | Sqm | 1202.25 | 1202.25 | 71.94 | False | None | None | False | None | False | 86489.865 | 0 | | 2848266 | 92383 | None | I No.1.66 | Providing and laying in position Reinforced cement concretefor allFoundationworks. Thegranite/trap/basaltcrushed graded coarseaggregatesand fine aggregatesas per relevant IS Codes machinemixed with super plasticizerslaid in finished layers, well compactedusing needle vibrators,including all lead & lifts,cost of all materials,quality confirming to the requirements ofrelevant IS codes , labour,Usage charges of machinery,curing and all the otherappurtenancesrequiredtocompletetheworkaspertechnicalspecifications M20Design Mix Using 20 mm and down size graded crushed coarseaggregates.PWD Common DSR 2021-22 VolumeI P No: 16 I.No:2.3.1 SOR CODE F030A | Cum | 6568.8 | 6568.8 | 0.92 | False | None | None | False | None | False | 6043.296 | 0 | | 2848267 | 92383 | None | I No.1.67 | ProvidingandlayingPolishedGranitestoneflooringinrequireddesignand patterns, in linear as well as curvilinear portions of the building allcompleteasperthearchitecturaldrawingswith18mmthickstoneslabover 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4coarsesand)laidandjointedwithcementslurryandpointingwithwhitecementslurryadmixedwithpigmentofmatchingshadeincludingrubbing ,curingandpolishingetc.allcompleteasspecifiedandasdirectedby the Engineer-in-Charge. Polished Granite stone slab Black, Cherry Red, Brown, Cat Eye,Lakared,RiverPink, OrissaBlueorequivalent. . PWD Common DSR 2021-22 Volume II P No: 63 I.No: 9.24 | Sqm | 3025.05 | 3025.05 | 10.44 | False | None | None | False | None | False | 31581.522 | 0 | | 2848268 | 92383 | None | I No.1.68 | Providing and fixing stainless steel(Grade304) railing made of Hollow tubes,channels,plates etc.,including welding,grinding,buffing,polishing and making curvature (wherever required) and fitting thesamewithnecessarystainlesssteelnutsandboltscomplete,i/cfixingtherailingwithnecessaryaccessories&stainlesssteeldashfasteners,stainlesssteel bolts etc., of required size, on the top of the floor or the side ofwaist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel membersshall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.)including cost of materials, labour,usagechargesofmachinerycompleteasperspecificationsandasperdirectionsoftheEngineer-in-Charge.. PWD Common DSR 2021-22 Volume II P No: 83 I.No: 11.28 | Kg | 525.0 | 525.0 | 115.0 | False | None | None | False | None | False | 60375.0 | 0 | | 2848269 | 92383 | None | I No.1.69 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing,staircase railing and similar works,includingapplyingprimingcoatofapprovedsteelprimer.M.S.tubeincludingcostofmaterials,labour,usagechargesofmachinerycompleteasperspecificationsandasperdirectionsoftheEngineer-in-Charge. PWD Common DSR 2021-22 Volume II P No: 82 I.No: 11.26.1 | Kg | 116.55 | 116.55 | 425.0 | False | None | None | False | None | False | 49533.75 | 0 |
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