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| Sl. No. | Item Description |
| 1 | DESCRIPTION OF ITEM |
| 2 | Road Work - Dismantling of existing pavement (bituminous course) by mechanical means and disposal of dismantled material upto a lead of 1km, as per direction of engineer in charge. (DSR 2023, SI No. 15.59) |
| 3 | Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and leads upto 1km (by mechanical means) (DSR 2023, SI No. 16.77) |
| 4 | Disposal of surplus earth and moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. (DSR 2023, SI No. 1.1.18) |
| 5 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.Grading-I Material (PWD Rates) |
| 6 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I Material (AR) |
| 7 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M40 grade with minimum cement content of 390 kg/cum. (DSR 2023, SI No. 5.33.1.4) |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. (DSR 2023, SI No. 5.9.1) |
| 9 | Steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo-mechanically treated bars of grade fe-500D or more. (DSR 2023, SI No. 5.22.6) |
| 10 | Cement Concrete Pavement M-40 grade for Conventional White topping . (Thickness greater than 100 mm and less than 200 mm). Providing and laying conventional white Topping as per IRC:SP:76-2015 over bituminous surface (Existing bituminous surface prepared if necessary, either by milling or leveling course to be done with BM/DBM/DLC to correct surface profile and to be paid separately) as Cement Concrete Pavement, Construction of unreinfroced, dowel jointed, plain cement concrete pavement M-40 grade concrete (@ 400 kg/Cum cement) over a prepared sub base, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a slip form paver or fixed form paver, spread compacted and finished in a contineous operation including. Provision of expansion joint, construction joint, separation membrane, admixtures as approved curing compound, finishing to lines and as per relevant clauses of MoRTH&H Specification of section 600. (AR) |
| 11 | 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 perdirection 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 20mm in panel size 3m x 3 m or lesser as per the site conditions and filling the same with 10 mm baker rod and providing and laying (PU) Polyurethane based joint sealer of approved make as per manufacturer’s specifications and finished by applying Polyurethane resin based top protective clear coat of minimum 80 micron applied with rollers on properly cured and dry clean surface. (Cost of concrete for flooring is not included in this item which shall be paid separately.)(DSR 2023, SI No. 26.83) |
| 12 | Drain Work - Cleaning grass and removal of rubbish up to a distance of 30 m out side the periphery of the area as per technical specification clause 201. (DSR 2023, SI No. 2.32) |
| 13 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. (DSR 2023, SI No. 15.3) |
| 14 | Demolishing cement concrete or bricks or Granolithic floor including base concrete and including stacking of dismantled material as directed by engineer in charge within a distance of 50 m (DSR 2023, SI No. 15.2.1) |
| 15 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar. (DSR 2023, SI No. 15.7.4) |
| 16 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kind of soil. (DSR 2023, SI No. 2.8.1) |
| 17 | Disposal of surplus earth and dismantled brick/cc/rcc at a distance 10km from site including loading unloading complete in all respect. (DSR 2023, SI No. 1.1.18) |
| 18 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. (DSR 2023, SI No. 2.25a) |
| 19 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (DSR 2023, SI No. 2.27) |
| 20 | 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) (DSR 2023, SI No. 4.1.5) |
| 21 | 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 2023, SI No. 6.1.1) |
| 22 | 12 mm cement plaster on plinth of mix : 1:4 (1 cement: 4 coarse sand). (DSR 2023, SI No. 13.4.1) |
| 23 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 330 kg/cum. (DSR 2023, SI No. 5.33.1.1) |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. (DSR 2023, SI No. 5.9.1) |
| 25 | Steel reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. thermo-mechanically treated bars of grade fe-500D or more. (DSR 2023, SI No. 5.22.6) |
| 26 | Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) brick of class designation 7.5 (DSR 2023, SI No. 19.27.2) |
| 27 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality Rectangular shape 600x450 mm internal dimensions M30 Grade concrete (DSR 2023, SI No. 19.19.1.1) |
| 28 | Supply and installation on site - Gully Grates: A1216 300X700 MM DI TRENCH GRATE (For Storm Water - On Road Grating) IN D400 LOAD CLASS (MR) |
| 29 | Supply and installation on site - Gully Grates RED 048 GRH – 600 x 600mm DI GULLY GRATE & FRAME IN D400 LOAD CLASS , as per BS EN 124 Black Bitumen Paint, all complete as per direction of Engineer-in-charge.(For Storm Water - On Road Grating) (MR) |
| 30 | Providing and fixing in position steel fibre reinforced concrete (SFRC) Frame and covers of approved make including loading, unloading, transportation, all taxes, etc. complete as directed by engineer-in-charge (20 tonnes capacity) 560 mm dia (MH JEEVAN PRADHIKARANA: SOR 2023-24 : SECTION-L) |
| 31 | Providing and fixing in position steel fibre reinforced concrete (SFRC) Frame and covers of approved make including loading, unloading, transportation, all taxes, etc. complete as directed by engineer-in-charge (20 tonnes capacity) 90 x 45 cm (MH JEEVAN PRADHIKARANA: SOR 2023-24 : SECTION-L) |
| 32 | Providing and fixing in position steel fibre reinforced concrete (SFRC) Frame and covers of approved make including loading, unloading, transportation, all taxes, etc. complete as directed by engineer-in-charge (20 tonnes capacity) 90 x 60 cm (MH JEEVAN PRADHIKARANA: SOR 2023-24 : SECTION-L) |
| 33 | Providing and fixing in position steel fibre reinforced concrete (SFRC) Frame and covers of approved make including loading, unloading, transportation, all taxes, etc. complete as directed by engineer-in-charge (20 tonnes capacity) 60 x 60 cm (MH JEEVAN PRADHIKARANA: SOR 2023-24 : SECTION-L) |
| 34 | Construction of KC drain with precast CC block size (370x250mm) laid flat position (37.50 mm in length) and keb stone (30 cm in length)including cost of all materisal, labour and T&P complete (AR) |
| 35 | Supplying & Fixing of FRP RECESS COVER WITH FRAME (65mm ht) 600MM X 600MM B125 (MR) |
| 36 | Supplying & Fixing of FRP RECESS COVER WITH FRAME (65mm ht) 750MM X 750MM B125 (MR) |
| 37 | Providing and Supplying in standard lengths High Density Polyethylene (H.D.P.E) Pipes, confirming to IS 4984:1995 and IS 7328:1992 (amended upto date), including all local & central axes, transportation and freight charges inspection charges, loading / unloading charges, conveyance to the departmental stores / site & stacking the same in closed shade duly protecting from sunrays & rain, etc. complete. These rates are excluding excise duty component. 225 mm nominal outer diameter (OD) HDPE pipe of material grade PE 100 / PN 6 (DELHI JAL BOARD 2.13.1.21) |
| 38 | Lowering and laying of HDPE Pipe including testing but excluding the cost of jointing. 225 mm nominal outer diameter (OD) HDPE pipe of material grade PE 100 / PN 6. (DELHI JAL BOARD 2.13.1.21) |
| 39 | Providing butt fusion welding joints to HDPE Pipe as confirm to DVS 2207 part-II. (DELHI JAL BOARD 2.13.1.21) |
| 40 | SOLID TOP PERFORATED COVER (2 PART) WITH SINGLE MS FRAME 900MM X 900MM D400 (2 covers of 900 x 450 with single ms epoxy painted frame & removable centre support) (MR) |
| 41 | Pathway & Parking Works - Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. (DSR 2023, SI No. 15.3) |
| 42 | Demolishing cement concrete or bricks or Granolithic floor including base concrete and including stacking of dismantled material as directed by engineer in charge within a distance of 50 m. (DSR 2023, SI No. 15.2.1) |
| 43 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. (DSR 2023, SI No. 15.18) |
| 44 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar (DSR 2023, SI No. 15.7.4) |
| 45 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kind of soil. (DSR 2023, SI No. 2.8.1) |
| 46 | Disposal of surplus earth and moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. (DSR 2023, SI No. 1.1.18) |
| 47 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. (DSR 2023, SI No. 2.25a) |
| 48 | Supplying and stacking of good earth at site including royalty and carriage upto 5 k m lead complete (earth measured in stacks will be reduced by 20% for payment). (DSR 2020H, SI No. 2.2) |
| 49 | 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) (DSR 2023, SI No. 4.1.5) |
| 50 | 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 2023, SI No. 6.1.1) |
| 51 | 12 mm cement plaster on plinth of mix : 1:4 (1 cement: 4 coarse sand). F.M.-1.25 (DSR 2023, SI No. 13.4.1) |
| 52 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I Material (Analysis) |
| 53 | Red sand stone work for wall lining etc. 30 mm thick in cement mortar 1:3 (1 cement : 3 course sand) including capping jointing in white cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment matching the stone sand. (DSR 2023, SI No. 8.20.1) |
| 54 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). (DSR 2023, SI No. 16.69) |
| 55 | Providing and applying white cement based putty of average thickness1 mm, of approved brand and manufacturer, over the plastered wallsurface to prepare the surface even and smooth complete. (DSR 2023, SI No. 13.80) |
| 56 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. (DSR 2023, SI No. 13.61.1) |
| 57 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) (DSR 2023, SI No. 13.46.1) |
| 58 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 MM THK PAVER (DSR 2023, SI No. 16.91.2) |
| 59 | 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 2023, SI No. 16.83) |
| 60 | Taking out existing KERB STONE 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 2023, SI No. 16.82) |
| 61 | 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 (DSR 2023, SI No. 10.25.2) |
| 62 | Providing & Laying 100x100 mm with thickness ranging from 70-90mm rough finish granite cobbles stone and shape of approved and complete as per direction of Engineer-in- Charge. including transport ,loading ,unloading and conveyance of Grey cobbles granite from available source to work site, including labor charges for fixing the granite and pointing etc., all complete as per direction of Engineer-in-charge.(any color cobblestones) (Analysis) |
| 63 | Providing and laying tactile tile (for vision impaired persons as per stanDSRds) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. (DSR 2023, SI No. 16.90) |
| 64 | Supply and fixing of Sand Stone Bench (Size 1500x450x450) mm including grouting in R.C.C Block etc. all complete in direction of Engineer in charge. (MR) |
| 65 | Fabrication and supply & Fixing of Stainless Steel grade, Sheet thickness = 1.2 mm, Double Dustin Situable for air port, Park, Metor Stationsetc.with civil work including all necessary T&P etc all complete in direction of engineer in charge. (Model No. OZUF-DB-BO-LID, Make - Ozone/ Jindal/ J.C.Decaux or equivalent) (MR) |
| 66 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) (DSR 2023, SI No. 10.28) |
| 67 | Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 2 mm thick flat. (DSR 2023, SI No. 12.47.2) |
| 68 | Providing and applying Artist paint on MS sheet by Décor Paint with of approved brand and manufacturer, new work over the MS surface complete. (MR) |
| 69 | Supply & fixing of 300 MM DAI M30 CC BOLLARD WITH 600 MM HIGH (MR) |
| 70 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. (DSR 2023, SI No. 8.2.3.2) |
| 71 | Providing and fixing BRICK CLADDING on façade with adhesive and filing joints with grouting complete (MR) |
| 72 | Providing and fixing red sand stone solid bollard of size 150X150X805mm as per approved drawing, design & pattern including necessary excavation 300X300X300mm depth and fixing nitto concrete block at specified location up to complete satisfaction of Engineerincharge (Excavation of hole, fixing in C.C cube should not be paid seperatly). (MR) |
| 73 | Providing and fixing red sand stone solid KERB STONE of size 300X150X300mm as per approved drawing, design. Level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 10mm), 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). (MR) |
| 74 | Providing & Laying of 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. Any shape & size (MR) |
| 75 | Providing & Laying 100x100 mm with thickness ranging from 70-90mm rough finish granite cobbles stone and of approved shape and complete as per direction of Engineer-in- Charge. including transport ,loading ,unloading and conveyance of material from available source to work site, including labour charges for fixing the granite and pointing etc., complete any color cobble stone as per EIC (MR) |
| 76 | Providing and laying gang saw cut 30 mm thick, rough unpolished & machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge. (MR) |
| 77 | Engraving letters in hard stone (DSR 2023, SI No. 16.21) (Rate per cm height per letter) |
| 78 | Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc.SAND STONE (DSR 2023, SI No. 7.33.1) |
| 79 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with rough backing 70mm thick (DSR 8.14.1.1) |
| 80 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with rough backing 50mm thick (DSR 8.14.1.3) |
| 81 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with rough backing 40mm thick (DSR 8.14.1.4) |
| 82 | Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. Fastener with threaded dia 12 mm. (DSR 8.8.1.3 ) |
| 83 | Acrylic signage : Making with using 3mm unbreakable Acrylic clear sheet with UV ink layer on top of board sheet then matter, border and logo printed through UV ink board edge framed with alumunium beat Board will be fixed by 1\\"X 1.5\\" panel for boards frame the board play attach with angle iron 25x25x3mm facade frame corolete painting, welding work, Scaffolding, loading, unloading labour and transportation etc. (MR) |
| 84 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M30 grade with minimum cement content of 350 kg /cum. (DSR 2023, SI No. 5.33.1.2) |
| 85 | 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 perdirection 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 20mm in panel size 3m x 3 m or lesser as per the site conditions and filling the same with 10 mm baker rod and providing and laying (PU) Polyurethane based joint sealer of approved make as per manufacturer’s specifications and finished by applying Polyurethane resin based top protective clear coat of minimum 80 micron applied with rollers on properly cured and dry clean surface. (Cost of concrete for flooring is not included in this item which shall be paid separately.) (DSR 2023, SI No. 26.83) |
| 86 | Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level inall shapes and sizes in : (DSR 6.4.1) |
| 87 | Landscape and Horticulture Works - Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. (DSR 2020 Hor, SI No. 7.72) |
| 88 | Plumeria alba of height 8'-10' with 3-4 branches and thick (DSR 2020 Hor, SI No. 7.70) |
| 89 | Providing and stacking of Nauclea cadamba (Kadam) of height 300-350 cm. in big poly bag of size 25 cm as per direction of the officer-in-charge. (MR) |
| 90 | Providing and stacking of Tabebuia sp. of height 300-350 cm cm. in big polybags of size 25 cm as per direction of the officer-in-charge. (MR) |
| 91 | Providing and stacking of Cassia fistula (Amaltash) of height 300-350 cm cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. (MR) |
| 92 | Providing and stacking of Bottle brush of height 300-350 cm cm. in big polybag of size 25 cm as per direction of the officer-in-charge (MR) |
| 93 | Providing and Displaying Radmachera with fresh & healthy 10 to 12 suckers 1.2 m to 1.8m ht well developed in 30 cm Cement Pot as per direction of the officer-in-charge. (MR) |
| 94 | GROUND COVERS - Providing and Displaying Furcaria Variegated hybrid well developed with fresh & healthy foliage 20 and above attractive leaves in 35 cm Cement Pot as per direction of the officer-in-charge. (DSR 2020 Hor, SI No. 5.32) |
| 95 | Providing and stacking of Calliandra hybrida of height 105-120 cm., well branched, bushy in big size HDPE bag as per direction of the officer-in-charge. (DSR 2020 Hor, SI No. 8.7) |
| 96 | Vinca different colour 6 to 8 well developed branch in full bloom stacked with green painted Bamboo stick in 25 cm Earthen Pot/Plastic Pot. (DSR 2020 Hor, SI No. 4.83) |
| 97 | Tecoma gaudichaudi of height 90-105 cm.,bushy in big size HDPE bag (DSR 2020 Hor, SI No. 7.87) |
| 98 | Providing and Displaying Bougainvillea named variety, Sobhra, Thima, Marry palmar, Cherry Blossom etc. well developed with fresh & healthy bushy in full bloom 75 to 90 cm ht. in 40 cm Cement Pot as per direction of the officer-in-charge. (DSR 2020 Hor, SI No. 5.12) |
| 99 | Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m. lead complete (Cattle manure measured in stacks will reduced by 8% for Payment). (DSR 2020 Hor, SI No. 2.25) |
| 100 | Providing and stacking of Iresine herbstii, of height 20-30 cm., full of branches well developed in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge. (DSR 2020 Hor, SI No. 6.16) |
| 101 | Electrical Works - Supply and fixing following capicity of autometic street light cubical cntrol panel with anticorrosive alkali and acid proof paint consisting of time swich TSO 100 series with contactors. HRC fuses solating switch metering instrument & instrument box with CTs etc in case of TPN. Complete in all respect (25 A TNP). (SOR Elect, 2018, SI No. 7Eii) |
| 102 | Supply and burying of safe earthing electrode T-19 (Hot dip galvanized) length upto 2000 mm . Outer G.I. pipe 50 mm inner pipe 25 mm terminal dia 12 mm outer G.I. pipe of 16 SWG and inner G.I. pipe 12 SWG with hot dip galvanized up to 100 micron filled with crystalling conductive mixture (CCM) having anti corrosive and conductive property with 50kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capicity along with 30 cm square C.I. frame with hinged over & masonry having from alectrode trminal to switch board cost of 25X3 G.I. strip will be extra. (SOR Elect, 2018, SI No. 725A) |
| 103 | Supply and laying of aluminium conductor PVC insulated annound served sheathe cables 1100 volts grade at a depth of 750 mm below ground level over a cushion of 75 mun thick sand all around and protected with burnt bricks on sides and on top. On surtace the cable run shall be fixed on MS clamps etc. on suitable size are as directed by the engineer incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. 25 sg mm X° 3-1/2 core. (SOR Elect, 2018, SI No. 501J) |
| 104 | Supply & fixing of plain or pin type copper tin plated cable socket lug to the cable leeds included with tape and making connection etc. 4 sq mm (SOR Elect, 2018, SI No. 504) |
| 105 | Supply & fixing of plain or pin type copper tin plated cable socket lug to the cable leeds included with tape and making connection etc. 25 sq mm (SOR Elect, 2018, SI No. 504) |
| 106 | Supply & fixing of artistic Design outdoor multi coloured neon light glow sign board in different shapes on existing installed octagonal poles on dividers (AR) |
| 107 | Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 140 to 150 Watt. Confirming to IP 66 protection complete in all respect. CAT-AAA. (SOR Elect, 2018, SI No. 1454) |
| 108 | Supple & FIxing of 06 mtr Long decorative pole having 3 arm lights. LED light pole square pipe 132 mmX132 mm X 3mm. Pole include three warm white two 100 w & one 70 W LED light. Pole shall be made of mild steel pipe with tolerance as per IS1239 Part I. The Pole are prime coated and Painted with Polyurethan Paints pole are suitable for Three arm for Pole light. The Pole has a service window at the bottom comprising Four way 25 amp. Connector terminal and MCH poles can be mounted with four no anchor bolts as per Foundation. (MR) |
| 109 | Supplying and laying of 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. in the existing trench, complete as required. 63 mm dia (OD-63 mm & ID-51 mm nominal) (DSR 2022 Elect, SI No. 14.15.1) |
| 110 | Road Signage Works - Flexible Median Marker As Per IRC 79:2019 .Flexible Median Marker (FMM) should be used for improving median visibility during dark hours. Use of Median Marker provides safety against collision happening with medians during night time, or severe weather. Flexible Median Markers shall be provided with fluorescent yellow colour retro-reflective sheeting Type XI as per IRC:67. Flexible Median Marker shall be of tough, high impact resistant. injection-molded, thermoplastic body with property of flexibility to provide high durability 'and U shape structure having rebound/bounce back property. the sheeting shall be of Type XI conforming to IRC:67 and it should be on both the faces whereby providing maximum reflectivity at langer distances with adequate durability. The logo of the manufacturer shall be embossed on either side of the body during the injection molding process. FMM shall be fixed by a combination of epoxy adhesive and grouting/ drilling on concrete medians or properly constructed solid medians. Height: The marker height shall be a minimum of 180 mm. width 120 mm & Body Thickness: 6.5 mm. the shanks shall not be less than 20 mm and depth shall not be less than 30 mm Reflective Area: Shall not be less than 90 cm square Proof of the same Report shall be uploaded which quoting tender. The body of FMM shall bounce back to its original position of after 750 number of hits using a pendulum of 1.8 kg conforming 40 ASTM D256 adhesion between the body and outer casing body of FMM shall withstand 50 kg of Tensile loads conforming to ASTM D638 method. The rate shall include all materials, labour. T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. (LKO PWD SOR 20-21 CH 26- SNO. 06) |
| 111 | Linear Delineator System (LDS) Supply & fixing of Linear Delineator System (LDS) panels made of Micro Prismatic Retro Reflective sheeting type XI duly laminated on thin aluminium foil to a unique corrugated shape to provide Retro Reflection across a wide range of observations and external angles. Each LDS panel should be of nominal length of 33 inch and each ridge shall be approximately 0.34 inch high. Each LDS panel is to be firmly fixed on existing concrete/brickwork with 16 Nos fastener/ screw (LKO PWD SOR 20-21 CH 26- SNO. 09) |
| 112 | Tree Plate Supply & Fixing of Retro reflective Tree Plate having size 15cm x15cm, consisting Type XI Retro reflective Sheeting fixed Over 1.50 mm thick aluminium sheet including labour, Material T&P etc for proper completion of the work. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. (LKO PWD SOR 20-21 CH 26- SNO. 20) |
| 113 | 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. (LKO PWD SOR 20-21 CH 26- SNO. 02) |
| 114 | Supply and fixing of retro reflective, information and village signed board size (0.8X0.6) m including all material, labour T&P etc complete as per lucknow sor chapter no-26 item no-18. (LKO PWD SOR 20-21 CH 26- SNO. 17iv) |
| 115 | Supply and fixing of pavement marker (Cats eys) type X ASTMB - 4958 - 04 every dennison / 3m (USA make) consisting of ASA plastic housing fitted with tightly adherent plotting compound. The housing shall contain prematic to glass covered prematic reflecti (LKO PWD SOR 20-21 CH 26- SNO. 05) |
| 116 | Supply and instalation of delinators (road way indicators, hazard markers, object marker) 80-100cm high above ground level painted black and white in 15 cm wide strip fitted with 80 x 100 mm rectangular or 75mm dia circular reflectrorised panel at the top. (LKO PWD SOR 20-21 CH 26- SNO. 01) |
| 117 | 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) (LKO PWD SOR 20-21 CH 26- SNO. 17X) |
| 118 | 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 padestria crossing. (LKO PWD SOR 20-21 CH 26- SNO. 17I) |
| 119 | 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) (LKO PWD SOR 20-21 CH 26- SNO. 17VII) |
| 120 | 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) (LKO PWD SOR 20-21 CH 26- SNO. 17I) |
| 121 | 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 Rumble Strip on link Road) (LKO PWD SOR 20-21 CH 26- SNO. 17I) |
| 122 | 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) |
| 123 | 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. (LKO PWD SOR 20-21 CH 26- SNO. 17IV) |
| 124 | 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) (LKO PWD SOR 20-21 CH 26- SNO. 17I) |
| 125 | Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 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 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. (DSR 2023, SI No. 4.9) |
| 126 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) (DSR 2023, SI No. 10.28) |
| 127 | Providing and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass bads @ 500 gms per sqm area, thickness of 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 REPEATED/ RANSVERS BAR (LKO PWD SOR 20-21 CH 26- SNO. 03) |
| 128 | Solar Power road marker (Solar Studs) The solar studs shall be made of Aluminium alloy and poly carbonate material which shall be absolutely weather-resistant and strong enough to support a load of 13,635 kg tested in accordance with ASTM D4280. Its colour may be white, red yellow-green or blue or combination as directed by the Engineer Its water resistance shall meet the requirements of IP 65 in accordance with I$:12063:1987 category 2 for protection against water ingress. The dimensions of solar studs shall not be less than 100 mm X 100 mm X 10 mm. It shall have super bright LEDs so as to provide long visibility from a distance of more than 800 m. Its flashing rate shall not be less than 1 Hz. Its should be able to give the prescribed performance in the temperrature range of - 40°C to +55°C. Its life shall be not less than 3 Years. The rate shall include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all complete as per direction of the Engineer-in-Charge. (MoRTH-804. 6 (8.35) Suggestive D40) Please Enable Macros to View BoQ information |
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