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| 1 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge. DSR 202315.59 |
| 2 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means) DSR 202316.77 |
| 3 | Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar 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 202316.82 |
| 4 | 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 |
| 5 | 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. DSR 2023 2.6.1 All kinds of soil |
| 6 | 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 |
| 7 | (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 2023-24255 |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : DSR 2023 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))4.1.8 |
| 9 | 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 |
| 10 | 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 |
| 11 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) DSR 20236.1.1 |
| 12 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. Red sand stone DSR 202311.28.1 |
| 13 | 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 4mm 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.) For Pedestrian Access Ramp DSR 202326.83 |
| 14 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (40mm Thick) DSR 20235.1.2 For Pedestrian Access Ramp |
| 15 | 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) |
| 16 | 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 level 5.33.1 Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 17 | 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 5.9.2 |
| 18 | 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.6 |
| 19 | Tecoma gaudichaudi of height 90-105 cm.,bushy in big size HDPE bag (For Side Hedges) Hor-7.87 |
| 20 | Tabernaemontana coronaria (Chandni single) variegated of height 60-75 cm., 5-6 branches in polybag of size 25 cm (For Side Hedges) Hor-10504 |
| 21 | Providing and stacking of Ficus panda of height 60-90 cm, with 8-10branches, and healthy foliage, bushy in big size HDPE bag as per directionof the officer-in-charge. |
| 22 | Providing and fixing of Tuflex Garden fencing Hexagonal net/or equivalent of green colour having contents ( Weight grams/sqm. 510 (+/- 8%)) in width of 60 cm. with bamboo of 90 cm. length. The bamboo should be painted with green colour paint of approved brand and manufacture (two or more coats) and fixed 30 cm. below ground level and 60 cm. above ground level at a distance of 1.50 mtrs. The net and bamboo should be binded with 2 mm. G.I. Wire at three places properly as per direction of Engineer-in-charge. On both sides of footpath (excluding vechicular access and pedsestrian access) HOR 2.58 |
| 23 | 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. Hor- 7.24 |
| 24 | Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cmin big polybag of size 25 cm as per direction of the officer-in-charge. Hor- 7.50 |
| 25 | Complete maintenance of shrubs (Out side garden features), jobs like making of basin at regular interval i/c watering, weeding, pruning & application of fertilizer etc, (excluding the cost of material which shall be supplied by the department) and as per direction of officer in charge. |
| 26 | Complete maintenance of trees (Out side garden features), jobs like makingof basin at regular interval i/c watering, weeding, pruning & application offertilizer etc, (excluding the cost of material which shall be supplied by thedepartment and other T & P material/articles shall be provided by thecontractor) and as per direction of officer in charge.Trees for 250 no/(up to 4 & up to 3 year Slow & Fastgrowing group) 2.42.1 |
| 27 | Trees for 300 no/ (4-8 & 5-6 year Slow & Fastgrowing group) 2.42.2 |
| 28 | Trees for 1200 no (beyond 8 year Slow & beyond 6 Fastgrowing group) 2.42.3 |
| 29 | Preparation of mounds of various size and shape by available excavated /supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. Hor-2.28 |
| 30 | Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately). in rows 5 cm apart in both directionsHor 2.10.1 |
| 31 | Providing & fixing of White River (Stone) Pebbles size of 2\\" to 2.50\\" dia in natural colour at site of work including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge.Hor 2.50 |
| 32 | Tecoma gaudichaudi of height 90-105 cm.,bushy in big size HDPE bag (For Side Hedges) Hor- 7.87 |
| 33 | Tabernaemontana coronaria (Chandni single) variegated of height 60-75 cm., 5-6 branches in polybag of size 25 cm (For Side Hedges) Hor- 10504 |
| 34 | Providing and stacking of Ficus panda of height 60-90 cm, with 8-10branches, and healthy foliage, bushy in big size HDPE bag as per directionof the officer-in-charge. Hor- 8.27 |
| 35 | Providing and fixing of Tuflex Garden fencing Hexagonal net/or equivalent of green colour having contents ( Weight grams/sqm. 510 (+/- 8%)) in width of 60 cm. with bamboo of 90 cm. length. The bamboo should be painted with green colour paint of approved brand and manufacture (two or more coats) and fixed 30 cm. below ground level and 60 cm. above ground level at a distance of 1.50 mtrs. The net and bamboo should be binded with 2 mm. G.I. Wire at three places properly as per direction of Engineer-in-charge. On sides of footpath (excluding vechicular access and pedsestrian access) Hor- 2.58 |
| 36 | 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. Hor- 7.24 |
| 37 | Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cmin big polybag of size 25 cm as per direction of the officer-in-charge. Hor- 7.50 |
| 38 | Complete maintenance of shrubs (Out side garden features), jobs like making of basin at regular interval i/c watering, weeding, pruning & application of fertilizer etc, (excluding the cost of material which shall be supplied by the department) and as per direction of officer in charge. |
| 39 | Complete maintenance of trees (Out side garden features), jobs like makingof basin at regular interval i/c watering, weeding, pruning & application offertilizer etc, (excluding the cost of material which shall be supplied by thedepartment and other T & P material/articles shall be provided by thecontractor) and as per direction of officer in charge. Trees for 250 no/(up to 4 & up to 3 year Slow & Fastgrowing group)Hor- 2.42.1 |
| 40 | Trees for 300 no/ (4-8 & 5-6 year Slow & Fastgrowing group) 2.42.1 |
| 41 | Trees for 1200 no (beyond 8 year Slow & beyond 6 Fastgrowing group) 2.42.3 |
| 42 | Preparation of mounds of various size and shape by available excavated /supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. Hor-2.28 |
| 43 | Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately). In rows 5 cm apart in both directions HOR 2.10.1 |
| 44 | Providing & fixing of White River (Stone) Pebbles size of 2\\" to 2.50\\" dia in natural colour at site of work including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge. Hor-2.50 |
| 45 | 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 |
| 46 | 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 |
| 47 | 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 |
| 48 | 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 |
| 49 | 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 |
| 50 | 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 |
| 51 | 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 |
| 52 | Providing and fixing of retro-reflectorised pylon style place identification sign of area not exceeding 48 ft (i.e. 8ft x 3ft) on both side as per Specifications of IRC:67 2022 made of class C Micro Prismatic Grade Sheeting of Type XI retro reflective sheeting. The retro-reflective sheeting shall have manufacturer logo, watermark and lot number on the sheet. The retro-reflective sheet shall be fixed over 4mmm thick Aluminium composite material sheet having aluminium skin thickness of 0.5 mm on either side as per IRC:67 2022 and. The sign shall be supported with back support frame of minimum 45 x 45x 5 mm MS angle Frame. The Substrate shall be firmly fixed on Angle Frame using Utra High Bond Tape and no screw, revit or welding must be used. All Components of sign board and supports including Angle Frame, Bolts, Nuts, Washers, etc. other than the reflective portion shall be galvanized by hot dip process (Zinc coated, 0.55 kg/sqm; minimum single spot) unless otherwise specified. All galvanization shall be done after fabrication. The messages (legends, letters, numerals, etc.) and borders as per clause 6.8 of IRC 67 shall be digitally printed using a system of matched product components i.e. retro reflective sheeting, over lamination film and digital printing Ink shall be manufactured and supplied by the retro reflective sheeting manufacturer. A Declaration must be provided by the retro reflective sheeting manufacturer on Rs.100 stamp paper confirming that the digital printing inks are manufactured and supplied directly by the retro reflective sheeting manufacturer upload along with technical bid. Finished Signs shall have an Ultra Voilet {UV) protective clear overlay applied to the entire face of the signs supplied by reflective sheet manufacturer. The agency shall submit 10 years warranty for satisfactory field performance for type XI retro reflective sheeting from the Retro-reflective sheet manufacturer confirming to clause 6.7 & 6.9 of IRC 67. Agency shall submit a certified copy of test reports from an NABL Accridiated Government laboratory/ Institute conforming to clause 6.7 & 6.9 of IRC 67 including 3 years accelerated outdoor weathering test report for the retro-reflective sheeting. The Agency shall submit the authorized Converter Certificate signed by the Sheeting Manufacturer. A Certificate of non-blacklisting is to be given by both the Converter and the retro-reflective sheeting manufacturer stating that the firm is neither blacklisted or convicted in the past by any Govt. Departments/ Agencies/ or any Government regulatory nor there should be any current/ past litigation or judicial proceeding between the retro-reflective sheeting manufacturer and any government Institution /agencies /regulatory in the past years. A Declaration certificate from both the converter and sheeting manufacturer shall be upload along with the test reports. The retro-reflective sheeting manufacturer must provide this declarion on a Rs.100 notarized affidavit. The sign supports and its foundation details should be desigened and approved by the consultant. This is applicable to all the road signs and directions boards under this section. M.R |
| 53 | Providing and fixing of retro-reflectorised directional and wayfinding signs as per IRC:67 2022 made of class C Micro Prismatic Grade Sheeting of Type XI retro reflective sheeting. The retro-reflective sheeting shall have manufacturer logo, watermark and lot number on the sheet. The retro-reflective sheet shall be fixed over 3mmm thick Aluminium composite material sheet having aluminium skin thickness of 0.25 mm on either side as per IRC:67 2022. The signs shall be supported with back support frame of minimum 25 x 25x 5 mm MS angle Frame. The Substrate shall be firmly fixed on Angle Frame using Utra High Bond Tape and no screw, revit or welding must be used. Sign Supports shall be Laser Cut GI square pipe having 3.2mm thickness confirming to IS 1239 and firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60, 60 cm below ground level as per approved drawing. All Components of sign board and supports including Angle Frame, Bolts, Nuts, Washers, etc. other than the reflective portion shall be galvanized by hot dip process (Zinc coated, 0.55 kg/sqm; minimum single spot) unless otherwise specified. A Cast aluminium dome cap, weatherproof, powder-coated shall be provided at the top of the post. All galvanization shall be done after fabrication. The posts shall have the provision for LED lights hosted insde the posts and covered with Acrylic Sheet to give warm yellow light. The messages (legends, letters, numerals, etc.) and borders as per clause 6.8 of IRC 67 shall be digitally printed using a system of matched product components i.e. retro reflective sheeting, over lamination film and digital printing Ink shall be manufactured and supplied by the retro reflective sheeting manufacturer. The messages should be bi-lingual in Hindi and English with a minimum letter height should be 100 mm as per IRC:67 2022. A Declaration must be provided by the retro reflective sheeting manufacturer on Rs.100 stamp paper confirming that the digital printing inks are manufactured and supplied directly by the retro reflective sheeting manufacturer upload along with technical bid. Finished Signs shall have an Ultra Voilet {UV) protective clear overlay applied to the entire face of the signs supplied by reflective sheet manufacturer. The agency shall submit 10 years warranty for satisfactory field performance for type XI retro reflective sheeting from the Retro-reflective sheet manufacturer confirming to clause 6.7 & 6.9 of IRC 67. Agency shall submit a certified copy of test reports from an NABL Accridiated Government laboratory/ Institute conforming to clause 6.7 & 6.9 of IRC 67 including 3 years accelerated outdoor weathering test report for the retro-reflective sheeting. The Agency shall submit the authorized Converter Certificate signed by the Sheeting Manufacturer. A Certificavicate of non-blacklisting is to be given by both the Converter and the retro-reflective sheeting manufacturer stating that the firm is neither blacklisted or convicted in the past by any Govt. Departments/ Agencies/ or any Government regulatory nor there should be any current/ past litigation or judicial proceeding between the retro-reflective sheeting manufacturer and any government Institution /agencies /regulatory in the past years. A Declaration certificate from both the converter and sheeting manufacturer shall be upload along with the test reports. The retro-reflective sheeting manufacturer must provide this declarion on a Rs.100 notarized affidavit. The sign supports and its foundation details are indicative and may be increased for areas having higher wind velocities. This is applicable to all the road signs and directions boards under this section. MR |
| 54 | 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. DSR 202313.80 |
| 55 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) DSR 2023 13.44.1 |
| 56 | Supplying and Fixing of Two-Dimensional Wall Mural Paintings on post preparation of existing exterior walls,and execution of artist-designed 2D decorative and radiant murals with high aesthetic appeal using approved colour schemes and motifs; complete in all respects.The work shall be carried out using high-quality, weather-proof exterior emulsion paints suitable for outdoor conditions, resistant to fading, moisture and UV exposure, ensuring long-lasting finish and colour vibrancy.The item rate shall be inclusive of all materials, labour, artist charges, scaffolding, staging, safety arrangements, hydraulic boom lifts, tools & tackles, surface preparation, finishing, curing, cleaning of site and all incidental works required to complete the mural as per drawings, specifications and direction of the Engineer-in-Charge. MR |
| 57 | 3D high Relief Wall Mural with lighting (at Krishna Puri Intersection) MR |
| 58 | Providing Annual Maintenance Contract (AMC) for FRP (Fiberglass Reinforced Polymer) Sculptures and 3D Relief Wall Murals, including all installed artworks under this package, for a period of one year, excluding any physical, structural, vandalism or accidental damage. The maintenance shall include periodic inspection, cleaning, minor surface repairs, colour touch-ups, restoration of faded areas, tightening of fixings, surface crack sealing (non-structural), repainting of minor peeled areas, and reapplication of protective PU coating where required, to maintain the original aesthetic quality, finish and durability of the artworks.The AMC shall also include removal of dust, dirt, bird droppings, stains, algae or fungal growth using approved methods and materials without damaging the surface finish. All works shall be carried out using compatible Acrylic / Enamel paints and PU coatings matching the original approved shades and textures.The rate shall be calculated @ 10% per annum of the awarded cost of the respective artwork, and shall be inclusive of all labour, materials, consumables, tools & tackles, scaffolding, access arrangements, safety measures and incidental works, complete as per directions of the Engineer-in-Charge. |
| 59 | Providing and fixing M.S barrier on bridge wall, comprising fabrication of 50 mm diameter MS hollow pipes of 5 mm thickness, including cutting, bending, and shaping as per approved design to symbolically showcase the flow of River Yamuna. The system shall be fixed with a 10 mm thick MS box section of size 100 × 50 mm, securely anchored to the bridge wall using MS hollow pipe members. The M.S barrier shall be fabricated in modular units of 5.0 m length and 1.5 m height, complete in all respects, including surface preparation, anti-corrosive treatment, and painting with high-quality enamel paint in shades of blue, as approved.The item includes all materials, fabrication, welding, fixing, alignment, finishing, labour, tools, and incidentals required to complete the work as per specifications, drawings, and directions of the Engineer-in-Charge. MR |
| 60 | 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 2.8.1 |
| 61 | 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 all lift. DSR 20232.25 |
| 62 | 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 fromnatural sources : 8 graded stone aggregate 40 mm nominalsize derived from natural sources) DSR 4.1.8 |
| 63 | 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 above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum DSR 5.33.2.1 |
| 64 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete DSR 5.9.1 |
| 65 | 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.6 |
| 66 | Providing and fixing of Krishna Pillar of 16 feet height as per approved design and drawings, fabricated using a combination of Red Sandstone and Pink Sandstone, preferably Bansi Paharpur Stone (BPPS).The pillar shall be machine-finished using CNC cutting and carving techniques to achieve the required detailing and surface finish. The complete pillar shall be manufactured in a maximum of 3–4 segments for ease of transportation and erection.Each segment shall be provided with a minimum 50 mm diameter Stainless Steel (SS) pipe inserted through the central core, extending from the base upward to ensure structural stability and alignment. The fixing system shall incorporate a tongue-and-groove type interlocking arrangement between segments to ensure proper alignment and structural continuity.The base of the pillar shall be securely anchored into the pre-prepared Cement Concrete (CC) foundation block at site, with the SS core pipe properly embedded and grouted using non-shrink grout to ensure rigid fixing and durability.The item includes all materials, labour, CNC carving, dressing, transportation, handling, scaffolding, erection, alignment, grouting, finishing, and all incidental works complete in all respects as per approved drawings and direction of the Engineer-in-Charge Pillar & Mural MR |
| 67 | 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 fromnatural sources : 8 graded stone aggregate 40 mm nom DSR 2023 4.1.8 |
| 68 | 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 above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum DSR 5.33.2.1 |
| 69 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete DSR 5.9.6 |
| 70 | Columns, Pillars, Piers, Abutments, Posts and Struts 5.9.6 |
| 71 | 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.6 |
| 72 | Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade. 8 mm thick (mirror polished and machine cut edge)Granite stone of any colour and shade DSR 2023 Item no 7.38.1.1 |
| 73 | Providind and fixing sculpture of Krisshna Vasudev and Sheshnaag of 15 feet height and 14 feet wide of material Chunar Balwa Stone with fountain as per design. MR |
| 74 | 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 |
| 75 | Providing, fabricating, supplying and installing Triple Compartment Waste Segregation Dustbin of size 1200 × 400 × 900 mm, made from SS 304 grade, 1.0 mm thick sheet, complete in all respects. The dustbin shall have three inner bins of 35 litres each (total capacity 105 litres) with clear labels for Dry, Wet and Recyclable Waste. Finished with chemical pretreatment and powder coating in RAL 8025 (matt finish) for outdoor use. Designed with laser-cut sheets, smooth bent edges, and front opening hinged mechanism for easy cleaning. Weather-resistant, corrosionresistant, and suitable for high footfall public/religious areas. installation, as directed by the Architect / Engineer-in-Charge. |
| 76 | Less 5% as per GO Please Enable Macros to View BoQ information |
