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| 1 | Scarifying existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lift and leads upto 1000 m as per Technical Specification Clause 305.4.3 by Mechanical Means using Hydraulic excavator. MORT&H – 3.15305.4.3 |
| 2 | 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 (by mix in place method) MoRT&H 401SI.No. 4.01 |
| 3 | Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in unform single layer on sub-base /subgrade and compacting with the road roller to achieve the desire density. MoRT&H 406 SI.No 4.12 |
| 4 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. (Prime Coat over WMM/WBM) MoRTH&H 502SI. No 5.1A (i) |
| 5 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. MoRTH&H 505 SI. No 5.04 A |
| 6 | Providing and applying tack coat with bitumen VG10 using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. MoRTH&H 503SI. No 5.2 (i) |
| 7 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in Batch Type Hot Mix Plant of 100- 120 TPH capacity. DSR 202316.57 (Rate Analysis Page 11-12) |
| 8 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass bads @ 250 gms per sqm area, thickness of 2.5 mm is excludive of surface applied glass baeds as per IRC: 35 the finished survace to be level, uniform and free from streaks and holes. As per Morth Specification No. 803 SI 02/ MORTH-803 (8.13) |
| 9 | Painting Lines, Dashes, Arrows, etc. on Roads in Two Coats on New WorkPainting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of dirt, dust and other foreign matter, demarcation at site and traffic control.ii) Over 10 cm in width MORTH-803(8.11 & 8.12) |
| 10 | Providing and fixing Glow studs of size 100x20 mm made of heavy 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 kg tested 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 202316.50 |
| 11 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, back filling the excavation earth to the extent required and utilising the remaining earth locally for road work. MORT&H – 3.13(304) |
| 12 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No. 300-2 MORT&H – 3.18(305) |
| 13 | 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 75 mm 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. DSR 202316.63 |
| 14 | U-PVC pipes (working pressure 4 kg / cm²) Single socketed pipe 110 mm dia DSR 20237189 |
| 15 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.All kinds of soil DSR 2023 2.62.6.1 |
| 16 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :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 4.14.1.8 |
| 17 | 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 recommended proportions as per IS: 9103 to accelerate / retard setting 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 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 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 levelConcrete of M30 grade with minimum cement content of 350 kg /cum DSR 20235.33 5.33.1 5.33.1.2 |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form forWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR 2023 5.9 5.9.2 |
| 19 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D ormore. DSR 2023 5.22A 5.22A.6 |
| 20 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work DSR 2023 13.61 13.61.1 |
| 21 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, back filling the excavation earth to the extent required and utilising the remaining earth locally for road work. MORT&H – 3.13(304) |
| 22 | PCC 1:3:6 in FoundationPlain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate of 40 mm nominal size, mechanically mixed, placed in foundation and compacted by vibration including curing. MORT&H – 12.042100 |
| 23 | Reinforced Cement Concrete (M-25) in Open Foundation complete as per Drawing and Technical Specifications Clause 1500, 1700 & 2100. MORT&H – 12.08E CASE -1 |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form for-Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR 20235.95.9.2 |
| 25 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.inding wire.Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR 2023 5.22A5.22A.6 |
| 26 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, back filling the excavation earth to the extent required and utilising the remaining earth locally for road work. MORT&H – 3.13 (304) |
| 27 | PCC 1:3:6 in FoundationPlain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate of 40 mm nominal size, mechanically mixed, placed in foundation and compacted by vibration including curing. MORT&H – 12.042100 |
| 28 | Reinforced Cement Concrete (M-25) in Open Foundation complete as per Drawing and Technical Specifications Clause 1500, 1700 & 2100. MORT&H – 12.08E CASE -1 |
| 29 | Centering and shuttering including strutting, propping etc. and removal of form for-Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR 2023 5.9 5.9.2 |
| 30 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.inding wire.Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR 2023 5.22A5.22A.6 |
| 31 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil DSR 2023 2.8 2.8.1 |
| 32 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. DSR 2023 15.60 |
| 33 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :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 4.1.8 |
| 34 | 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 recommended proportions as per IS: 9103 to accelerate / retard setting 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 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 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 levelConcrete of M30 grade with minimum cement content of 350 kg /cum DSR 20235.33 5.33.1 5.33.1.2 |
| 35 | Centering and shuttering including strutting, propping etc. and removal of form for-Foundations, footings, bases of columns, etc. for mass concrete DSR 20235.9 5.9.1 |
| 36 | Centering and shuttering including strutting, propping etc. and removal of form for-Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR 20235.9 5.9.2 |
| 37 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.inding wire.Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR 20235.22A 5.22A.6 |
| 38 | 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 Hot finished seamless type tubes DSR 202310.16 .2 |
| 39 | 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 :Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. DSR 202311.55.1 |
| 40 | Providing and erecting a \\"Thrie\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 × 75 × 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 IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 × 75 × 5 mm, 546 mm long complete as per clause 810. |
| 41 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. DSR 202316.83 |
| 42 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.All kinds of soil DSR 2023 2.6 2.6.1 |
| 43 | (a) Sand filling in plinth and under floor including supply of necessary quantity of sand from a distance not exceeding 8 Kms. from the site of work and including watering, dressing etc. labour and T&P etc. required for proper completion of the work. saplings of girth upto 30 cms. measured at a height of 1 M. above ground level and removal of rubbish upto a distance of 50 M. out side the periphery of area cleared. including cost of sand. PWD SOR 2023-24 255 |
| 44 | Supply & laying of precast concrete blocks (interlocking tiles) for paving of thickness 60 mm to 100 mm (compressive strength not less than 30 MPa as specified in IS:15658), including 25 mm 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:15658:2006.80 mm (Rubber molded Coloured) SOR 2025-26CH 15SI No.17New Item |
| 45 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :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 4.14.1.8 |
| 46 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, leveI 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 be 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 202316.69 |
| 47 | 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 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at specified spacing. DSR 2023 4.9 |
| 48 | Supply & fixing of 7 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 130mm and base plate 12mm thick) having 3mm thickness with double arm bracket 1 Mtr length in 1:2:4 RCC foundation bolt including the cost of foundation, excavation & back filling and Required T&P complete in all respect. PWD SOR 2018 (E) 642 |
| 49 | Supply and fixing of LED Street light fitting having die cast aluminium body and diffuser with driver set suitable for 30 Watt to 40 Watt. Confirming to IP 66 protection complete In all respect. CAA PWD SOR(Electrical) SI.No. 1420 |
| 50 | Supplying and laying of the following size DWC HDPE pipe, ISI marked, along with all accessories like socket, bend, couplers, etc., conforming to IS 14930, Part II, complete with fitting and cutting, jointing, etc. Direct in ground (75 cm below ground level), including excavation and refilling the trench but excluding sand cushioning and protective covering, etc., complete as required. DSR (E) 2018 14.16.1 |
| 51 | Supply and laying of aluminum conductor PVC insulated armored 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 the surface, the cable run shall be fixed on M.S. clamps, etc., of suitable size or as directed by the Engineer-in-Charge, complete in all respects. The armoring of the cable shall be properly connected with the earth conductor by clamps, etc. 10 sqmm 4core PWD SOR(Electrical) SI.No. 501 |
| 52 | 25 sqmm 3.5core PWD SOR(Electrical) SI.No. 501 |
| 53 | Supply and fixing of the 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 respects. PWD SOR (Electrical) SI.No. 807E |
| 54 | Supply and burying of Safe Earthing Electrode T-19 (Hot Dip Galvanized), length up to 2000mm, outer pipe 50mm, inner pipe 25mm, terminal dia 12mm, outer GI pipe of 16 SWG and inner GI pipe of 12 SWG with Hot Dip Galvanization up to 100 microns, filled with crystalline conductive mixture (CCM) having anti-corrosive & conductive properties with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with a good mixture of retaining capacity, along with a 30cm square C.I. frame with a hinged cover & masonry housing (from electrode terminal to switch board, cost of 25 x 3 G.I. strip will be extra) Make: As approved in U.P. P.W.D. & C.P.R.I. Certified. PWD SOR (Electrical) SI.No. 725A |
| 55 | Supply and burying of 40mm dia x 4.5 metres long G.I. Pipe vertically for earthing, having 12mm dia holes spaced 75mm apart, drilled up to 2 metres from the bottom, complete with earthing lead of No. 6 to 8 SWG G.I. wire in G.I. Pipe up to apron (and from apron to switch board, the cost of G.I. wire and pipe will be extra) up to switch board. 30cm square C.I. box with hinged cover, masonry enclosure, funnel at the top, alternate layers of charcoal/coke and salt at least 150mm thick all around, etc., as per directions of Engineer-in-charge, complete in all respects as per drawing. PWD SOR (Electrical) Sl.No. 701 |
| 56 | Supply and laying of 32 mm X 6 mm G.I. strip from earth electrode directly in the ground as required complete in all respect. PWD SOR(Electrical)Sl.No. 717 |
| 57 | Supply and fixing of 8 SWG GI wire along with steel conduit pipe duly bound with earth clops as directed by the Engineer-in-charge with supply of all material labour and T&P required for proper completion of work. PWD SOR(Electrical)153 |
| 58 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. (For Hazard Marker size 30 X 90cm) SI 18/ MORTH-801 (8.4) X |
| 59 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender.90Cm equilateral trangle(For padestrian crossing SI 18/ MORTH-801 (8.4) i |
| 60 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender.(90 cm High Octangon(For stop sigen) SI 18/ MORTH-801 (8.4) vii |
| 61 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender.90Cm equilateral trangle(For T Junction) SI 18/ MORTH-801 (8.4) i |
| 62 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender.80 x 60 Cm equilateral trangle(For Hazard marker) SI 18/ MORTH-801 (8.4) i |
| 63 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender.80cmx60cm Ractangle place indication Board SI 18/ MORTH-801 (8.4) iv |
| 64 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender.90Cm equilateral trangle(ForSchool & hospital) SI 18/ MORTH-801 (8.4) i |
| 65 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50 m x2.00 m made of 40x40x6 mm angle iron or 50x50x3 mm hollow MS tube posts/horizontal members/bracings covered with 1.63 mm thick MS sheet. The sheet shall be fixed with 30x5 mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5 m. MS channel ISLC 75 @ 5.70 kg/m, 50 cm long shall be provided at the bottom having oval shaped holes of size 50x25 mm at both ends with 50 cm long MS angle 40x40x6 mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250 mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.(Note :- One time payment shall be made for providing barricading from start of work till completion of work including shifting. The barricading provided shall remain to be the property of the contractor on completionof the work). DSR 2023 16.81 |
| 66 | Less 5% as per GO Please Enable Macros to View BoQ information |
