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| Sl. No. | Item Description |
| 1 | Supplying and stacking at site. DSR-16.3 Good earth DSR-16.3.9 |
| 2 | 53 mm to 22.4 mm size stone aggregate DSR-16.3.3 |
| 3 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled oad/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density DSR-16.4 |
| 4 | Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. DSR-4.1.8 |
| 5 | Stone work plain ashlar in arches in super structure upto floor V level incement mortar 1:3 (1 cement : 3 coarse sand) including centering,shuttering and pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade.Red sand stone DSR-7.13.2.1 |
| 6 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) DSR-4.1.3 |
| 7 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%), flooding with water, dressing, including removal of rubbish and surplus earth, if any with all leads and lifts ( cost of manure, sludge or extra good earth if needed to be paid for separately). Holes 0.9 m dia. and 0.90 m deep. DSR-2.14.2(HOR) |
| 8 | Providing and fixing M.S. flat iron tree guard 60 cm dia and 2 m high, above ground consisting 4 nos 25 x 6 mm, 2.25 m long and 8 nos 25 x 3 mm 2 m long verticals M.S. flats, riveted to 3 nos 25 x 6 mm M.S. flat iron rings in two halves, fixing together at site with required six numbers of 8 mm dia. and 30 mm long bolts, including painting two coats with synthetic enamel paint of approved brand and manufacture over a coat of primer. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the treeguard near the middle height and lettered CPWD / PWD/ any other approved name. The tree guard shall be suitably fixed to the ground by embedding four legs of tree guard in pits of suitable dia and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction and direction of Officer-in-charge. DSR-2.16(HOR) |
| 9 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion . (i) Single socketed pipes. 110mm diameter DSR-12.41.2 |
| 10 | Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion Coupler. 110 mm DSR12.42.1.2 |
| 11 | Single Tee with Door Bend 87.5 degree 110 mm Bend DSR12.42.5.2 |
| 12 | Shoe (Plain) 110 mm Shoe DSR12.42.6.2 |
| 13 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles above 25 mm and up to 40 mm DSR 15.23.2 |
| 14 | 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. (for Electrification) DSR 15.59 |
| 15 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. DSR 15.56 |
| 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 aggregate40 mm nominal size derived from natural sources)) DSR 4.1.8 |
| 17 | Providing and laying vitrified floor tiles in different sizes (thickness to bespecified by the manufacturer) with water absorption less than 0.08%and conforming to IS: 15622, of approved make, in all colours and shades,laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand),jointing with grey cement slurry @ 3.3 kg/ sqm including grouting thejoints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm DSR 11.41.2 |
| 18 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto10 metre height, backing filled with a grout of average 12 mm thickcement mortar 1:3 (1 cement : 3 coarse sand) including pointing inwhite 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) :30 mm thick DSR 8.14.1.5 |
| 19 | Providing and laying tactile tile (for vision impaired persons as perstandards) of size 300x300x9.8mm having with water absorption lessthan 0.5% and conforming to IS:15622 of approved make in all coloursand shades in for outdoor floors such as footpath, court yard, multimodals location etc., laid on 20mm thick base of cement mortar 1:4(1 cement : 4 coarse sand) in all shapes & patterns including groutingthe joints with white cement mixed with matching pigments etc.complete as per direction of Engineer-in-Charge. DSR 16.90 |
| 20 | Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. DSR2.6.1 |
| 21 | Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. DSR4.1.8 |
| 22 | Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Upto plinth level (i) R.C.C. work in Footing DSR 5.1.2 |
| 23 | (iii) R.C.C. work in Columns |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete. DSR5.9.1 |
| 25 | P/F Fe-500 Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. DSR5.22.6 |
| 26 | Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor). DSR11.3.1 |
| 27 | Steel work in built up tublar trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer,elded and bolted including special shapped washers etc. complete: Electric resistance or induction butt welded tubes. DSR10.16.3 |
| 28 | Steel Painting:Applying priming coat:(a) With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works.(b) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. DSR13.62.1 |
| 29 | 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 lift upto 1.5 m, as directed by Engineer-in charge. All kinds of soil DSR 2.6.1 |
| 30 | 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 4.1.8 |
| 31 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. 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 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 Concrete of M25 grade with minimum cement content of 330 kg /cum DSR 5.33.1.1 DSR 5.33 |
| 32 | 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 |
| 33 | Centering and shuttering including strutting, propping etc. and removal of form for DSR 5.9 Foundations, footings, bases of columns, etc. for mass concrete DSR 5.9.1 |
| 34 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR 5.22.6 |
| 35 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) D.S.R.-6.1.2 |
| 36 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand) D.S.R.-6.4.1 |
| 37 | Random rubble masonry with hard stone in superstructure above plinthlevel and upto floor five level, including leveling up with cement concrete1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mmnominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand) DSR 7.2.1 |
| 38 | Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 2.6.1 |
| 39 | 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. 2.25A |
| 40 | Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 4.1.8 |
| 41 | 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 coarsesand), 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 perdirection 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 16.69 |
| 42 | Supplying and stacking sludge at site including royalty and carriage up to 5 km (sludge measured in stacks will be reduced by 8% for payment). (DSR-2.3-HOR) |
| 43 | Carrigae of sludge upto 5 K.M. (DSR-1.1.3) |
| 44 | Supplying and stacking at site dump manure from approved source including carriage upto 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 4.75 mm (DSR-2.4.3-HOR) |
| 45 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge. (DSR-2.9-HOR) |
| 46 | Spreading of sludge, dump manure or/and good earth in required thickness (cost of sludge dump manure or/and good earth to be paid separately). (DSR-2.8-HOR) |
| 47 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%), flooding with water, dressing, including removal of rubbish and surplus earth, if any with all leads and lifts ( cost of manure, sludge or extra good earth if needed to be paid for separately). Holes 0.9 m dia. and 0.90 m deep. (DSR-2.14.2-HOR) |
| 48 | Providing and fixing M.S. flat iron tree guard 60 cm dia and 2 m high, above ground consisting 4 nos 25 x 6 mm, 2.25 m long and 8 nos 25 x 3 mm 2 m long verticals M.S. flats, riveted to 3 nos 25 x 6 mm M.S. flat iron rings in two halves, fixing together at site with required six numbers of 8 mm dia. and 30 mm long bolts, including painting two coats with synthetic enamel paint of approved brand and manufacture over a coat of primer. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the treeguard near the middle height and lettered CPWD / PWD/ any other approved name. The tree guard shall be suitably fixed to the ground by embedding four legs of tree guard in pits of suitable dia and to a depth of 25 cm, refilling the pits with soil and ramming, complete in all respect as per satisfaction and direction of Officer-in-charge. (DSR-2.16-HOR) |
| 49 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion . (i) Single socketed pipes. 110mm diameter 12.41.2 |
| 50 | Providing and fixing on wall face unplasticised PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. Coupler 110 mm 12.42.1.2 |
| 51 | Single Tee with Door Bend 87.5 degree 110 mm Bend 12.42.5.2 |
| 52 | Shoe (Plain) 110 mm Shoe 12.42.6.2 |
| 53 | Exacavation in trenches for foundations in ordinary soil (loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in alead of 50m. D.S.R.-2.6.1 |
| 54 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) D.S.R.-6.1.1 |
| 55 | Providing and laying in cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete, including cost of form-work, in foundation and floors. D.S.R.-4.1.8 |
| 56 | Providing & fixing Cobble Stone Flooring (10X10X10)cm filling of joints in 1:3 Cement mortar with matching colour pigments all complete specification & direction of Engineer in charge. AR Sandstone Cobble Pathway |
| 57 | MS Bollard 140 dia Total Height of Bollard – 900 mm ( above ground 750 mm and under ground 150 mm Bollard Dia 140mm Bollard Dia Top of Pipe/ Dome 4 mm Base Plate - 200 x 200 8 mm Base Plate Thickness 3 No 12 Dia Rod ring Ring 25 mm X10 mm Thick Flat 1No Ring 32 mm x 10 mm Thick Flat 1 No Anchor Rod 16 dia 200 mm long 2 No |
| 58 | 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 lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil D.S.R.-2.6.1 |
| 59 | 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 m and lift upto 1.5 m. D.S.R.-2.25 |
| 60 | 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 : 8 graded stone aggregate 40 mm nominal size) D.S.R.-4.1.8 |
| 61 | As in item 6 above but in R.C.C. Raft foundation and footing with approved stone ballast. (Using 1:1.5:3 Mix concrete) D.S.R.-5.1.2 |
| 62 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : D.S.R.-5.2.2 |
| 63 | R.C.C. work in lighter beams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete) [UPTO PLINTH] D.S.R.-5.1.2 |
| 64 | [ABOVE PLINTH] SLAB & BEAM D.S.R.-5.3 |
| 65 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) D.S.R.-6.1.2 |
| 66 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)Ground Floor D.S.R.-6.4.2 |
| 67 | Centering and shuttering including strutting, propping etc. and removal of form for : D.S.R.-5.9.1 Foundations, footings, bases of columns, etc. for mass concrete |
| 68 | Columns, Pillars, Piers, Abutments, Posts and Struts D.S.R..-5.9.6 |
| 69 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. DSR - 5.9.21 |
| 70 | Cost of Cladding of G.F.R.C. on Vending Shops MR |
| 71 | Earth work in excavation by mechanical means (Hydraulic excavator) manual means in foundation trenches or drains (not exceeding 1.5 m 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. D.S.R.-2.8.1 |
| 72 | 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 m and lift upto 1.5 m. D.S.R.-2.25 |
| 73 | 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 : 8 graded stone aggregate 40 mm nominal size) D.S.R.-4.1.8 |
| 74 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement:2 coarse sand) to match the existing floor. With Chlorpyriphos/ Linadane E.C. 20% with 1% concentration. D.S.R.-2.35.3.1 |
| 75 | Providing and laying in position ready mixed or site batched design mixcement concrete for reinforced cement concrete work; using coarseaggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard settingof concrete, to improve durability and workability without impairingstrength; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge, for the followinggrades 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 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 Concrete of M25 grade with minimum cement content of 330 kg /cum cum D.S.R.-5.33.1.1 |
| 76 | All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum cum D.S.R.-5.33.2.1 |
| 77 | Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in anover all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. |
| 78 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete D.S.R.-5.9.1 |
| 79 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. DSR - 5.9.21 |
| 80 | Columns, Pillars, Piers, Abutments, Posts and Struts D.S.R..-5.9.6 |
| 81 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 15 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) D.S.R.-6.1.1 |
| 82 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 insuperstructure above plinth level up to floor V level in all shapes and sizes in :6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) DSR-6.4.1 |
| 83 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand) DSR-13.5.2 |
| 84 | Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm(Outer surface) DSR-13.45.1 |
| 85 | 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. D.S.R.-13.80 |
| 86 | Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 2.6.1 |
| 87 | Providing and laying cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 4.1.3 |
| 88 | Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes M.S railling 9.48.1 |
| 89 | Steel Painting:Applying priming coat:(a) With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works.(b) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. 13.62.1 |
| 90 | Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 2.6.1 |
| 91 | Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 4.1.8 |
| 92 | Providing and laying in position specified grade of reinforced cementconcrete, excluding the cost of centering, shuttering, finishing andreinforcement 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) Upto plinth level (i) R.C.C. work in Footing 5.1.2 |
| 93 | Centering and shuttering including strutting, propping etc. and removal of form for all heights Foundations, footings, bases of columns, etc. for mass concrete. : 5.9.1 |
| 94 | P/F Fe-500 Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 5.22.6 |
| 95 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto10 metre height, backing filled with a grout of average 12 mm thickcement mortar 1:3 (1 cement : 3 coarse sand) including pointing inwhite cement mortar 1:2 (1 white cement : 2 stone dust) with an admixtureof pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid forseparately) :40 mm thick 8.14.1.4 |
| 96 | Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. DSR2.6.1] |
| 97 | Providing and laying cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. DSR4.1.3 |
| 98 | Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes M.S railling DSR9.48.1 |
| 99 | Steel Painting:Applying priming coat:(a) With ready mixed red oxide zink chromate primer of approved brand and manufacture on steel galvanised iron/steel works.(b) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work. DSR13.62.1 |
| 100 | Stone Bollard Providing and fixing stone bollards of approved size and shape, made of natural stone (red sandstone), including cutting, dressing, chamfering, foundation PCC, alignment, fixing in position, finishing, curing and all incidental works, complete as per drawings 0.45m x 0.45m x 0.6m |
| 101 | FRP CUSTOMISE PLANTER SIZELENGTH:-36\\"WIDTH:-18\\"HEIGHT:-12\\"THICKNESS:-5mmWITH WOODEN REINFORCEMENT |
| 102 | Erection of steel tubular or rail pole strut in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded sotne aggregate 40mm nominal size) foundation including excavation and refilling and secured with holding clamps, bolts, nuts, etc. as required. DSR 12.4 |
| 103 | Painting with aluminium paint of approved brand and manufacture to given an even shed. Two or more coats on new work DSR 13.63(rate taken from DSR-Civil-2023) DSR 13.63.1 |
| 104 | Supplying and embedding following dia G.I. pipe (medium class) in pole collar/ foundation (during casting) for cable entry including bending the pipe to the required shape complete as required. 40mm dia DSR 12.6.2 |
| 105 | Supplying and drawing following size of FRLS PVC insulated copper conductor, single core cable in existing surface/ recessed medium class PVC conduit as required. DSR 1.17.12 3X2.5 sqmm DSR 1.17 |
| 106 | Earthing with GI earth pipe, 600 mm X 600 mm X 6 mm thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc, with charcoal/cock and salt as required. DSR 5.4 |
| 107 | Supplying and Laying of 25 mm X 3 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection / terminating with nut, bolt, spring, washer etc. as required.( jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) DSR 5.9 |
| 108 | Supplying and Laying of 6 SWG G.I wire at 0.50 metre below ground level for conductor earth electrode, including connection / terminating with G.I. thimble etc. as required. DSR 5.7 |
| 109 | Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required. DSR 10.1 Upto 35 sq. mm DSR 10.1.1 |
| 110 | Above 185 sq. mm and Upto 400 sq. mm. DSR 10.1.4 |
| 111 | Supplying & making end termination with brass compression gland and aluminium lugs for the following size of PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 2 X 6 sqmm. (19mm) DSR 11.1 |
| 112 | 2 X 10 sqmm. (19mm) DSR 11.1.2 |
| 113 | 4 X 10 sqmm. (25mm) DSR 11.1.32 |
| 114 | 3.5 X 240 sqmm. (62mm) DSR 11.1.29 |
| 115 | Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep) and refilling etc as required. 100 mm DiaDSR 15.13.3 |
| 116 | Supplying, installation, testing & commissioning of Astronomical time switch of following configuration to be mounted in feeder pillars/lighting DBs for automatic switching On & Off of street lights at sunset & sun risr or twillight(Auto On, Auto Off, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c progamming at site complete required. DSR 7.4.2 02 output per phase and suitable for single phase supply |
| 117 | Wiring for light point/ fan point/ exhaust fan point/ call bell pointwith 1.5 sq.mm FRLS PVC insulated copper conductor single corecable in surface / recessed steel conduit, with piano type switch,phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 118 | Supply & wiring of sub main with FR P.V.C. insulated 1100volts grade single core copper conductor cable in heavy gaugeP.V.C. coduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting complete with FR PVCinsulated multistrand copper conductor cable as earth continuity wire drawn in conduit. 2 X 4 sq. mm + 1 X 4 sq. mm earth wire 1.7.3 |
| 119 | 2 X 6 sq. mm + 1 X 6 sq. mm earth wire 1.7.4 |
| 120 | 2 X 16 sq. mm + 1 X 6 sq. mm earth wire 1.7.6 |
| 121 | Supplying assembling erecting connecting, testing and commissioning of feeder pillar with over voltage and under voltage relay with auto re-setting, manufactured using 1.9/1.6 mm thick CRCA sheet steel with power coated paint double door (front operated)with canopy base channel and cable gland entry from bottom for cable using, suitable alluminium busbar with provision of incoming & outgoing MCCB/MCB of L&T/Schneider/GE/ABB or Eq. make. Installation of feeder pillar of suitable c.c. foundation etc complete in all respect. 1No. Of 400 Amps FP MCCB of 36 KA service breaking capacity and 400 Amp trip setting.Metering : Voltmeter, Ammeter, Indication 1 Set of 500 Amps TPN Aluminium Bus Bars of suitable length and of cross section . Bus bar shall be insulated by heat shrinkable sleaves & clip on shrouds for joints. Bus bar shall be designed to with stand a fault level of 36 KA at 415 volts. 3Nos. Phase indicating lamp each lamp shall have one toggle switch . Phase indication lamps on each outgoing to be provided.400Amp FP MCCB (36 kA) - 1 Nos.63 Amp. FP MCB- 1 No. -Spare |
| 122 | Supply of following size of 1.1 KV grade multicore aluminium conductor PVC sheathed armoured cable as per IS 1554. Make-Polycab or Eq 6 sqmm 2 core |
| 123 | 10 sqmm 2 core |
| 124 | 10 sqmm 4 core |
| 125 | 240 sqmm 3.5 core |
| 126 | Decorative Pole, Part 1 - GI Bottom Pole Dia - 114mm with Lengthfrom base - 1000 mm & thick - 3.2 mm, Part 2 - GI Center poleDia- 76 mm, Length - 5000mm & thick - 3.0 mm, Part 3 - GI TopArm center pole Dia- 60mm, Length - 1000mm & thick - 2.9 mm,Part 4 - GI Arm Pipe pole Double Arm Length- 500mm each.Part 5 - Luminaire.CI Casting Embellishment with Gold PU Paint is placed between .Pole Dia - 76 mm & Pole Dia 60 mm. MR |
| 127 | Providing, supplying and fixing K-Lite KL-4269 Nebula-Spike LED luminaire, size 160 × 100 × 494 mm, 18 W LED, weather-resistant spike mounting, complete with wiring and fixing. MR |
| 128 | Providing, supplying and fixing K-Lite KL-3549 Wall Washer LED luminaire, 24 W LED, complete with mounting brackets, wiring up to fixture. MR |
| 129 | Providing, supplying and fixing LED Uplighter, rated at 50 W, operating on 240 V with current rating of 0.250 A. The fixture shall have power factor ≥0.95, colour temperature of 3000 K, CRI ≥70, and lumen output of 4500 lumens. The luminaire shall be in grey finish with total weight of 1.0 kg, complete in all respects as per specification. MR |
| 130 | Repair & Relief work of Entrance Gate (Mero Vrindavan) Renovation of existing gate on road side, including removal of existing paint by scraping / rubbing down, cleaning the surface thoroughly, repairing minor cracks and surface defects, smoothening with putty / cement-based filler wherever required, and preparing the surface complete for finishing. Providing and executing relief work with detailing on gate surface using approved exterior-grade paint, including moulding, texturing, pattern formation, curing, and surface finishing. Applying artistic paint work using exterior-grade acrylic / enamel / weather resistant paints in shades and patterns, including primer, base coats, multiple finish coats, detailing, shading, and protective clear coat wherever required. The item includes all labour, materials, tools, consumables, scaffolding, staging, ladders, safety arrangements, cleaning of site after completion. |
| 131 | Beautification of Gate- QTY 2 Renovation of existing gate on road side, including removal of existing paint by scraping / rubbing down, cleaning the surface thoroughly, repairing minor cracks and surface defects, smoothening with putty / cement-based filler wherever required, and preparing the surface complete for finishing. Providing and executing relief work with detailing on gate surface using approved exterior-grade paint, including moulding, texturing, pattern formation, curing, and surface finishing. Applying artistic paint work using exterior-grade acrylic / enamel / weather resistant paints in shades and patterns, including primer, base coats, multiple finish coats, detailing, shading, and protective clear coat wherever required. The item includes all labour, materials, tools, consumables, scaffolding, staging, ladders, safety arrangements, cleaning of site after completion. |
| 132 | GATE - 1SITC of high quality Projector Spot light, Power : 10W, CCT : 1800K/3000K/5600K, Dimension: 151X63X182mm, Protection Rating : IP66, additional wall mount yoke arrangements for fixing the lights. Beam Angle 15º/25º, Body : Die casted / extruded aluminium, Optics Designed to minimize hot spots. Body Color: Telegrey. Power Input : AC 110-230V |
| 133 | SITC of high quality Projector Spot light, Power : 17W, CCT : 1800K/3000K/5600K, Dimension: 151x 63x142mm, Protection Rating : IP66, additional wall mount yoke arrangements for fixing the lights. Beam Angle 15º/25º, Body : Die casted / extruded aluminium, Optics Designed to minimize hot spots. Body Color: Telegrey. Power Input : DC 24V (without DC Driver) Nos |
| 134 | SITC of high quality long throw single color 1 Mtr Linear Wash light, Protection Rating: IP65, Power loop-in / loop-out cables for easy connections. Additional wall mount yoke arrangements for fixing the lights. Power: 36W, CCT: 1800K/3000K/5600K, Beam Angle 25º, Body: Pressure Die Cast Aluminum / Extruded Aluminum. Power Input: DC 24V (without DC Driver) Nos |
| 135 | SITC of high quality mono color flexible Top Bend / Side Bend Neon, Protection Rating : IP67, Power consumption : 15W/Mtr, CCT :3000K, Beam Angle 120º, Dimension: W16xH16mm, Power Input : DC 24V (without DC Driver) Nos |
| 136 | SITC of Aluminium Profile for Neon flex Nos |
| 137 | SITC of DC power driver for the above Lights, Power : 200W, Input : AC 110-240V AC, 50Hz, Output : DC 12/24V, Protection rating, IP67, Surge protection : LL 4KV, LE 6KV Nos |
| 138 | SITC of PVC insulated multi core electrical un armored flexible 3C x 1.5Sq mm power cable having less electrical losses. This PVC insulated and round sheathed wire features a bright multi strands copper conductors and it supports voltage grade up to 1100V. (As per actuals depending upon the site condition) Nos |
| 139 | SITC of PVC insulated multi core electrical un armored flexible 3C x 2.5Sq mm power cable having less electrical losses. This PVC insulated and round sheathed wire features a bright multi strands copper conductors and it supports voltage grade up to 1100V. (As per actuals depending upon the site condition) Nos |
| 140 | SITC of Power Distribution Board made up of MS Sheet metal fabricated housing black powder coated and ivery connectors for the internal terminations and external outgoing connecting points, fibre / brass glands of suitable size fitted MCB control for outgoing circuits. Timer with required contactor for auto switching. Power panel suitable for indoor/outdoor applicable and floor mount / wall mount options.- 9 Nos of 6/10A SP Outgoing MCB's. - 1No of 16A TPN Incoming MCB. Nos |
| 141 | SITC of IP driver box made up of PVC / UPVC for the internal terminations and external outgoing connecting points, with required PVC / brass glands, Optional suitable size MCB fitted for control outgoing circuits. Nos |
| 142 | SITC of additional accessories for installing the lights as per the final drawing/site condition consisting of clamps, brackets, angles, conduits, joints, hardware's like fasteners, nut & bolts etc., LOT |
| 143 | GATE - 2SITC of high quality long throw single color Wash light, Protection Rating: IP66, Power loop-in / loop-out cables for easy connections. Additional wall mount yoke arrangements for fixing the lights. Power: 50W, CCT: 1800K/3000K/5600K, Beam Angle 25º/45º, Body: Pressure Die Cast Aluminum / Extruded Aluminum. Body Color: Telegrey. Power Input: DC 24V (without DC Driver) Nos |
| 144 | SITC of high quality long throw single color Wash light, Protection Rating: IP66, Power loop-in / loop-out cables for easy connections. Additional wall mount yoke arrangements for fixing the lights. Power: 100W, CCT: 1800K/3000K/5600K, Beam Angle 25º/45º, Body: Pressure Die Cast Aluminum / Extruded Aluminum. Body Color: Telegrey. Power Input: DC 24V (without DC Driver) Nos |
| 145 | SITC of high quality long throw single color 1 Mtr Linear Wash light, Protection Rating: IP65, Power loop-in / loop-out cables for easy connections. Additional wall mount yoke arrangements for fixing the lights. Power: 36W, CCT: 1800K/3000K/5600K, Beam Angle 25º, Body: Pressure Die Cast Aluminum / Extruded Aluminum. Power Input: DC 24V (without DC Driver) Nos |
| 146 | SITC of high quality mono color flexible Top Bend / Side Bend Neon, Protection Rating : IP67, Power consumption : 15W/Mtr, CCT :3000K, Beam Angle 120º, Dimension: W16xH16mm, Power Input : DC 24V (without DC Driver) Nos |
| 147 | SITC of Aluminium Profile for Neon flex Mtr |
| 148 | SITC of DC power driver for the above Lights, Power : 200W, Input : AC 110-240V AC, 50Hz, Output : DC 12/24V, Protection rating, IP67, Surge protection : LL 4KV, LE 6KV Nos |
| 149 | SITC of PVC insulated multi core electrical un armored flexible 3C x 1.5Sq mm power cable having less electrical losses. This PVC insulated and round sheathed wire features a bright multi strands copper conductors and it supports voltage grade up to 1100V. (As per actuals depending upon the site condition) Mtr |
| 150 | SITC of PVC insulated multi core electrical un armored flexible 3C x 2.5Sq mm power cable having less electrical losses. This PVC insulated and round sheathed wire features a bright multi strands copper conductors and it supports voltage grade up to 1100V. (As per actuals depending upon the site condition) Mtr |
| 151 | SITC of Power Distribution Board made up of MS Sheet metal fabricated housing black powder coated and ivery connectors for the internal terminations and external outgoing connecting points, fibre / brass glands of suitable size fitted MCB control for outgoing circuits. Timer with required contactor for auto switching. Power panel suitable for indoor/outdoor applicable and floor mount / wall mount options.- 9 Nos of 6/10A SP Outgoing MCB's. - 1No of 16A TPN Incoming MCB. Nos |
| 152 | SITC of IP driver box made up of PVC / UPVC for the internal terminations and external outgoing connecting points, with required PVC / brass glands, Optional suitable size MCB fitted for control outgoing circuits. Nos |
| 153 | SITC of additional accessories for installing the lights as per the final drawing/site condition consisting of clamps, brackets, angles, conduits, joints, hardware's like fasteners, nut & bolts etc., Lot |
| 154 | GATE - 3SITC of high quality Projector Spot light, Power : 10W, CCT : 1800K/3000K/5600K, Dimension: 151X63X182mm, Protection Rating : IP66, additional wall mount yoke arrangements for fixing the lights. Beam Angle 15º/25º, Body : Die casted / extruded aluminium, Optics Designed to minimize hot spots. Body Color: Telegrey. Power Input : AC 110-230V |
| 155 | SITC of high quality Projector Spot light, Power : 17W, CCT : 1800K/3000K/5600K, Dimension: 151x 63x142mm, Protection Rating : IP66, additional wall mount yoke arrangements for fixing the lights. Beam Angle 15º/25º, Body : Die casted / extruded aluminium, Optics Designed to minimize hot spots. Body Color: Telegrey. Power Input : DC 24V (without DC Driver) |
| 156 | SITC of high quality long throw single color 1 Mtr Linear Wash light, Protection Rating: IP65, Power loop-in / loop-out cables for easy connections. Additional wall mount yoke arrangements for fixing the lights. Power: 36W, CCT: 1800K/3000K/5600K, Beam Angle 25º, Body: Pressure Die Cast Aluminum / Extruded Aluminum. Power Input: DC 24V (without DC Driver) |
| 157 | SITC of high quality mono color flexible Top Bend / Side Bend Neon, Protection Rating : IP67, Power consumption : 15W/Mtr, CCT :3000K, Beam Angle 120º, Dimension: W16xH16mm, Power Input : DC 24V (without DC Driver) |
| 158 | SITC of Aluminium Profile for Neon flex |
| 159 | SITC of DC power driver for the above Lights, Power : 200W, Input : AC 110-240V AC, 50Hz, Output : DC 12/24V, Protection rating, IP67, Surge protection : LL 4KV, LE 6KV |
| 160 | SITC of PVC insulated multi core electrical un armored flexible 3C x 1.5Sq mm power cable having less electrical losses. This PVC insulated and round sheathed wire features a bright multi strands copper conductors and it supports voltage grade up to 1100V. (As per actuals depending upon the site condition) |
| 161 | SITC of PVC insulated multi core electrical un armored flexible 3C x 2.5Sq mm power cable having less electrical losses. This PVC insulated and round sheathed wire features a bright multi strands copper conductors and it supports voltage grade up to 1100V. (As per actuals depending upon the site condition) |
| 162 | SITC of Power Distribution Board made up of MS Sheet metal fabricated housing black powder coated and ivery connectors for the internal terminations and external outgoing connecting points, fibre / brass glands of suitable size fitted MCB control for outgoing circuits. Timer with required contactor for auto switching. Power panel suitable for indoor/outdoor applicable and floor mount / wall mount options.- 9 Nos of 6/10A SP Outgoing MCB's. - 1No of 16A TPN Incoming MCB. |
| 163 | SITC of IP driver box made up of PVC / UPVC for the internal terminations and external outgoing connecting points, with required PVC / brass glands, Optional suitable size MCB fitted for control outgoing circuits. |
| 164 | SITC of additional accessories for installing the lights as per the final drawing/site condition consisting of clamps, brackets, angles, conduits, joints, hardware's like fasteners, nut & bolts etc., |
| 165 | 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. HOR 2.58 |
| 166 | Topiary cutting/shapping of plant removing of cut materials, cleaning, hoeing of plants complete design hoeing of trees (Topiary) watering manure etc.(excluding the cost of material which shall be supplied by the department) and as per direction of officer in charge.Height of Topiary upto 120 cm. HOR 2.38.1 |
| 167 | Providing and stacking of Tecoma argentea of height 120-135 cm. in bigpoly bag of size 25 cm as per direction of the officer-in-charge. HOR 7.86 |
| 168 | Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushtyshape with fresh and healthy leaves in 15 cm size of Earthen Pot/PlasticPot & as per direction of the officer-in-charge. HOR 6.12 |
| 169 | Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5k.m. lead complete (Cattle manure measured in stacks will reduced by 8% for Payment). HOR 2.25 |
| 170 | NON DSR ITEMProviding, supplying & planting of Ashoka Tree (Polyalthia longifolia) of approved size, including pit excavation (1 m × 1 m × 1 m), refilling with good earth & manure, planting, watering, staking with bamboo support, and maintenance for 1 month, complete as directed by Engineer-in-Charge. MR |
| 171 | Providing, supplying & planting of Neem (Azadirachta indica) of approved size, including pit excavation (1 m × 1 m × 1 m), refilling with good earth & manure, planting, watering, staking with bamboo support, and maintenance for 1 month, complete as directed by Engineer-in-Charge. MR |
| 172 | Providing, supplying & planting of Arjun (Terminalia arjuna) of approved size, including pit excavation (1 m × 1 m × 1 m), refilling with good earth & manure, planting, watering, staking with bamboo support, and maintenance for 1 month, complete as directed by Engineer-in-Charge. MR |
| 173 | Providing, supplying & planting of Amaltas (Cassia fistula) of approved size, including pit excavation (1 m × 1 m × 1 m), refilling with good earth & manure, planting, watering, staking with bamboo support, and maintenance for 1 month, complete as directed by Engineer-in-Charge. MR |
| 174 | Providing, supplying & planting of Kadamba (Neolamarckia cadamba) of approved size, including pit excavation (1 m × 1 m × 1 m), refilling with good earth & manure, planting, watering, staking with bamboo support, and maintenance for 1 month, complete as directed by Engineer-in-Charge. MR |
| 175 | Providing, supplying & planting of Liriope of approved variety and size, including bed preparation, soil conditioning with manure, planting, watering, and maintenance for 1 month, complete as directed by Engineer-in-Charge. MR |
| 176 | Providing, supplying & planting of Duranta erecta (Green Duranta) of approved size, including bed preparation, soil conditioning with manure, planting, watering, and maintenance for 1 month, complete as directed by Engineer-in-Charge. MR |
| 177 | Providing, supplying & planting of Karonda (Carissa carandas) of approved size, including bed preparation, soil conditioning with manure, planting, watering, and maintenance for 1 month, complete as directed by Engineer-in-Charge. MR |
| 178 | Providing, supplying & planting of Ixora coccinea (Ixora) of approved variety and size, including bed preparation, soil conditioning with manure, planting, watering, and maintenance for 1 month, complete as directed by Engineer-in-Charge. MR |
| 179 | Providing, supplying & planting of Wedelia of approved variety and size, including bed preparation, soil conditioning with manure, planting, watering, and maintenance for 1 month, complete as directed by Engineer-in-Charge. MR |
| 180 | Providing, supplying & planting of Cycas Palm of approved size, including pit excavation, refilling with good earth & manure, planting, watering, staking if required, and maintenance for 1 month, complete as directed by Engineer-in-Charge. MR |
| 181 | Providing, supplying & planting of Clerodendrum of approved size, including bed preparation, soil conditioning with manure, planting, watering, and maintenance for 1 month, complete as directed by Engineer-in-Charge. MR |
| 182 | Providing, supplying & planting of Murraya paniculata (Kamini) of approved size, including bed preparation, soil conditioning with manure, planting, watering, and maintenance for 1 month, complete as directed by Engineer-in-Charge. MR |
| 183 | Providing, supplying & planting of Alternanthera ficoidea (Purple Alternanthera) of approved variety and size, including bed preparation, soil conditioning with manure, planting, watering, and maintenance for 1 month, complete as directed by Engineer-in-Charge. MR |
| 184 | Providing, supplying & planting of Alternanthera ficoidea (Yellow Alternanthera) of approved variety and size, including bed preparation, soil conditioning with manure, planting, watering, and maintenance for 1 month, complete as directed by Engineer-in-Charge. MR |
| 185 | Providing, supplying & planting of Plumeria alba (Frangipani/Champa) of approved size, including pit excavation, refilling with good earth & manure, planting, watering, staking if required, and maintenance for 1 month, complete as directed by Engineer-in-Charge. MR |
| 186 | Providing, supplying & planting of Crinum asiaticum of approved size, including bed preparation, soil conditioning with manure, planting, watering, and maintenance for 1 month, complete as directed by Engineer-in-Charge. MR |
| 187 | Providing, supplying & planting of Phyla Nodiflora of approved variety and size, including bed preparation, soil conditioning with manure, planting, watering, and maintenance for 1 month, complete as directed by Engineer-in-Charge. MR |
| 188 | Providing, supplying & laying of Green Grass Lawn, including ground preparation, fine dressing with good earth & manure, laying of turf/sprigs, watering, rolling, and maintenance for 1 month, complete as directed by Engineer-in-Charge. MR |
| 189 | Providing, supplying & planting of Spider Plant of approved size, including bed/pot preparation, soil conditioning with manure, planting, watering, and maintenance for 1 month, complete as directed by Engineer-in-Charge. MR |
| 190 | Providing, supplying & planting of Dracaena reflexa ‘Variegata’ (Daniella Variegata) of approved size, including bed/pot preparation, soil conditioning with manure, planting, watering, and maintenance for 1 month, complete as directed by Engineer-in-Charge. MR |
| 191 | Providing, supplying & planting of Aspidistra of approved size, including bed/pot preparation, soil conditioning with manure, planting, watering, and maintenance for 1 month, complete as directed by Engineer-in-Charge. MR |
| 192 | Providing, supplying & planting of Catharanthus roseus (White Sadabahar) of approved variety and size, including bed preparation, soil conditioning with manure, planting, watering, and maintenance for 1 month, complete as directed by Engineer-in-Charge. MR |
| 193 | Braj Darshan Wall Mural Supplying and fixing CNC-cut natural stone wall panels of approved design, pattern and size, made out of sandstone , machine-cut using CNC technology, including all required edge finishing, profiling and perforations, complete in all respects as per drawings. 6.0m x 2.5m |
| 194 | Stone Signage PillarSupplying and fixing CNC-cut natural stone wall panels of approved design, pattern and size, made out of sandstone , machine-cut using CNC technology, including all required edge finishing, profiling and perforations, complete in all respects as per drawings. 1.0 m x 2.0m |
| 195 | Stone Sitting Supplying and fixing CNC-cut natural stone wall panels of approved design, pattern and size, made out of sandstone , machine-cut using CNC technology, including all required edge finishing, profiling and perforations, complete in all respects as per drawings. 2.1m x 0.6m x 0.45m |
| 196 | Mural WallSupplying and fixing CNC-cut natural stone wall panels of approved design, pattern and size, made out of sandstone , machine-cut using CNC technology, including all required edge finishing, profiling and perforations, complete in all respects as per drawings. 31.5m x 2.5m |
| 197 | Engraved stone inscription wallSupplying and fixing CNC-cut natural stone wall panels of approved design, pattern and size, made out of sandstone , machine-cut using CNC technology, including all required edge finishing, profiling and perforations, complete in all respects as per drawings. 2.5m x 2.5m |
| 198 | CNC WallSupplying and fixing CNC-cut natural stone wall panels of approved design, pattern and size, made out of sandstone , machine-cut using CNC technology, including all required edge finishing, profiling and perforations, complete in all respects as per drawings. 15m x 3m |
| 199 | Vending ShopProviding and installing GFRC panels complete in all respect |
| 200 | Entry GateProviding and installing GFRC panels complete in all respects. 300 SQM |
| 201 | Cow, Flute and Feather Sculpture Material- Aluminium Metal (5083 Grade)Weather Proof Material 5m (Approx) |
| 202 | Lotus Sculpture Material-Aluminium Metal (5083 Grade)Weather Proof Material .75m (Approx) |
| 203 | Krishna Sculpture Material-Aluminium Metal (5083 Grade)Weather Proof Material 3.5m (Approx) |
| 204 | 60 cm equilateral triangle |
| 205 | 60 cm circular |
| 206 | 750 cm octagonal |
| 207 | 60 cm x 50 cm rectangular |
| 208 | 60 cm x 60 cm square |
| 209 | Supply, and fixing of Aluminium Backed Flexible Prismatic Reflective Sheeting for road safety and delineation purposes. The sheeting shall be used to enhance visibility and safety in areas where conventional rigid signage is unsuitable due to surface irregularities or exposure to frequent impact. As per IRC:79 2019, the AFP shall be made of Yellow Type VI retro-reflective sheeting with arrow marks and thin layer of aluminium attached to the sheeting giving it strength and flexibility. The product must be tested as per the guidelines of IRC:79 2019. Thesheeting shall be deployed in the following locations:• Roundabouts and Traffic Islands – For delineating curves and guiding vehicular flow.• Tree Trunks and Natural Obstacles – Where rigid signage cannot be mounted.• Metro Pillars and Flyover Columns – For hazard marking and visibility enhancement.• Uneven or Curved Surfaces – Including stone walls, corrugated barriers, and non-planar structures.• Median Markers and Guardrails – To improve nighttime visibility and prevent collisions.• Rural Roads and Hill Sections – Where terrain restricts standard signage installation. A Certificate of non-blacklisting is to be given by both the Converter and the AFP 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 AFP manufacturer and any government Institution /agencies /regulatory in the past years. A Declaration certificate from both the converter and Median Marker manufacturer shall be upload along with the test reports. The AFP manufacturer must provide this declarion on a Rs.100 notarized affidavit. Aluminum-backed flexible prismatic:Aluminum-backed flexible prismatic sheeting shall be made of yellow colored flexible prismatic sheeting with non-metallic prismatic lens formed in a transparent, synthetic resin as retro reflective elements. This flexible prismatic sheeting shall have black and yellow stripes with aluminum backed flexible prismatic Type VI sheeting conforming to ASTM: D4956 . specifications and standards of coefficient of retro reflectivity, flexibility and impact resistance applicable for reboundable devices. This flexible prismatic sheeting shall have screen printed arrow/slant line pattern in black colour in a continuous roll format. |
| 210 | Premium LED pylon sign made from acrylic, stainless steel, aluminum, and PVC, designed for indoor and outdoor advertising. Fitted with waterproof LED modules for bright, uniform illumination and long service life of up to 100,000 hours. Operates on DC 12V via transformer with 110V input. Mounted on a steel basement for stability. Customizable size, color, and thickness (3–10 cm). Ideal for shops, malls, offices, hotels, hospitals, schools, and fuel stations. Packed in plywood case. 1-year warranty. |
| 211 | CAST IRON BENCH SIZELENGTH:-5'-0\\"WIDTH:-2'-6\\"HEIGHT:-3'-6\\"WITH CAST IRON LEGS |
| 212 | S.S. DUSTBIN 3 Compartment Dustbin with Capacity of 35 ltrs. Each. |
| 213 | 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 16.81 |
| 214 | 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 m and lift upto 1.5 m. DSR 2.25 |
| 215 | 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. DSR2.25 (a) |
| 216 | 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 RampDSR26.83 |
| 217 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater,driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. DSR16.62 |
| 218 | Demolishing stone rubble masonry 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 DSR15.9.2 |
| 219 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead DSR15.25 |
| 220 | Kerb intlet Drain (for 2KM) MR |
| 221 | Red Sand Stone Kerb MR |
| 222 | Less 5% as per GO Please Enable Macros to View BoQ information |
| SR No | FileName | File Description |
| 1 | Click here to download tender document | Tender Documents |
| 2 | Click here to download tender document | Tender Documents |
| 3 | Click here to download tender document | Tender Documents |
| 4 | Click here to download tender document | Tender Documents |
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