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| 1 | DR Protection |
| 2 | 2.31Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees andsaplings of girth up to 30 cm measured at a height of 1 m above ground level andremoval of rubbish up to a distance of 50 m outside the periphery of the area cleared |
| 3 | 2.1.1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m inwidth as well as 10 sqm on plan including disposal of excavated earth up to 50 m andlift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil |
| 4 | 2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual meansin 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 up to 1.5 m, includinggetting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.All kinds of soil |
| 5 | OD356485/2025-2026Dry rubble masonry with hard stone in foundation and plinth including levelling upwith cement concrete 1:6:12 (1 cement: 6 course sand: 12 graded stone aggregate20mm nominal size) including cost of through stone and bond stone |
| 6 | 4.1.2Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½coarse sand (zone-III) derived from natural sources : 3graded stone aggregate 20 mm nominal size derived from natural sources) |
| 7 | 5.9.5Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 8 | 13.33.2Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Raised andcut pointing |
| 9 | 50.2.25.1Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides offoundations etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per directionof site Engineer-in-charge |
| 10 | 100.98.1008Engaging Coolie. |
| 11 | 51.2.3Filling with Quarry Muck <br> Filling up low lying and water logged areaswith local material/ quarry muck, spreading in layers, leveling the top at site andconsolidation by ramming, etc complete for improving the CBR value of subgrade |
| 12 | Construction of New Road |
| 13 | 4.1.A.1Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mixin Place Method <br> Construction of granular sub-base by providing wellgraded material, spreading in uniform layers with motor grader on prepared surface,mixing by mix in place method with rotavator at OMC, and compacting with smoothwheel roller to achieve the desired density, complete as per Technical SpecificationClause 401. <br> (i) For Grading I Material |
| 14 | 5.1.1aPrime Coat :- Low porosity <br> Providing and applying primer coat withbitumen emulsion (SS-1) on prepared surface of granular base including cleaning ofroad surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanicalmeans as per Technical Specification Clause 502 |
| 15 | 5.2.2aTack Coat <br>Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dryand hungry bituminous surface cleaned with Hydraulic broom as per TechnicalSpecification Clause 503. |
| 16 | 5.9.1.2a20mm thick Open-Graded Premix Carpet using Bituminous (penetrationgrade/modified bitumen) Binder - Bitumen S-65 <br> Providing, laying androlling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to5.6 mm aggregates either using penetration grade bitumen or emulsion to requiredline, grade and level to serve as wearing course on a previously prepared base,including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kNstatic roller capacity, finished to required level and grades to be followed by seal coatof either Type A or Type B or Type C as per Technical Specification Clause 508.<br> Case - I By Manual Means <br> (II) Bitumen (S-65) |
| 17 | 5.12.B.1.2aSeal Coat - Mechanical Means - Type A - Bitumen S-65 <br> Providing andlaying seal coat sealing the voids in a bituminous surface laid to the specified levels,grade and cross fall using Type A, Type B and Type C as per Technical SpecificationClause 510 <br> B. By Mechanical Means :- Case - I : Type A <br> (II)Bitumen (S-65) |
| 18 | Rain water Drain |
| 19 | 2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual meansin 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 up to 1.5 m, includinggetting out the excavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.All kinds of soil |
| 20 | 4.1.8Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) |
| 21 | 4.3.1Centering and shuttering including strutting, propping etc. and removal of form workfor:Foundations, footings, bases for columns |
| 22 | 5.1.2Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 23 | 5.9.1Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete |
| 24 | 5.9.3Centering and shuttering including strutting, etc. and removal of form for:Suspendedfloors, roofs, landings, balconies and access platform |
| 25 | 5.9.16.1Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 26 | 5.2.2Reinforced cement concrete work in walls (any thickness), including attachedpilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. up tot floor five level excluding cost of centering,shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 gradedstone aggregate 20 mm nominal size derived from natural sources) |
| 27 | 5.9.2Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 28 | 5.12Providing, hoisting and fixing up to floor level precast reinforced cement concretework in string courses, bands, copings, bed plates, anchor blocks, plain window sillsand the like, including the cost of required centering, shuttering but excluding cost ofreinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stoneaggregate 20 mm nominal size) |
| 29 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 30 | 2.25Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundation etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift up to 1.5 m |
| 31 | 10.2Structural steel work riveted, bolted or welded in built up sections, trusses and framedwork, including cutting, hoisting, fixing in position and applying a priming coat ofapproved steel primer all complete. |
| 32 | 13.52.1Finishing with Epoxy paint (two or more coats) at all locations prepared and appliedas per manufacturer's specifications including appropriate priming coat,preparation of surface, etc. complete.On steel work |
| 33 | 60.6PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes workingpressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc.complete. |
| 34 | 100.98.1008Engaging Coolie |
| 35 | Compound Wall- Side Protection Retaining Wall |
| 36 | 2.6.1Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover 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 1.5m, as directed by Engineer-in-charge.All kinds of soil |
| 37 | 4.1.8Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) |
| 38 | 5.1.2Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 39 | 4.3.1Centering and shuttering including strutting, propping etc. and removal of form workfor:Foundations, footings, bases for columns |
| 40 | 5.2.2Reinforced cement concrete work in walls (any thickness), including attachedpilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. up tot floor five level excluding cost of centering,shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 gradedstone aggregate 20 mm nominal size derived from natural sources) |
| 41 | 5.9.2Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 42 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 43 | 2.25Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundation etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift up to 1.5 m. |
| 44 | 60.6PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes workingpressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc.complete. |
| 45 | 100.98.1008Engaging Coolie. |
| 46 | EXCLUSIVE OF GST |
| 47 | Note :1 All materials, Items, Equipment shall be best branded items with IS and approved by client/KEL |
| 48 | 2:Rate should be inclusive of Insurance,Transportation, delivery and installation cost for all items |
| 49 | 3.Rate should be Exclusive of GST. |
| 50 | 4.Work should be executed as per DSR/PWD specification and direction of Engineer at site. |
| 51 | 5.CEMENT: Make use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference. |
| 52 | 6.RCC: (Assessment of strength of concrete by Cube testing at Approved Govt labs as per IS) Cement make: Use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference. |
| 53 | 7.STEEL REINFORCEMENT: Make: Tata,Vaishak, SAIL, JSW or eq primary make in the order of preference |
| 54 | 8.CENTERING & SHUTTERING: (Centering and shuttering for different category of work may be considered separately.) |
| 55 | 9.Rigid PVCPipes/Casing & Capping - A-ONE/REPUTED MAKE with ISI , Precession, Balco, GEO |
| 56 | 10. ACRYLIC SMOOTH EXTERIOR PAINT/ SYNTHETIC ENAMEL PAINT/WHITE CEMENT BASED PUTTY/ CEMENT PRIMER: Make: Asian, Berger, Nerolas or eq. in the order of pref. Please Enable Macros to View BoQ information |
