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| 1 | Bridge Renovation works & Protection wall |
| 2 | 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 |
| 3 | 4.1.6Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3coarse sand (zone-III) derived from natural sources : 6 gradedstone aggregate 40 mm nominal size derived from natural sources) |
| 4 | 4.3.2Centering and shuttering including strutting, propping etc. and removal of form workfor:Retaining walls, return walls, (any thickness) including attached pilasters,buttresses, plinth and string courses fillets, kerbs and steps etc. |
| 5 | 4.1.3Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarsesand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 6 | 10.25.2Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer usingstructural steel etc. as required.In gratings, frames, guard bar, ladder, railings,brackets, gates and similar works |
| 7 | 60.1.1RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width,1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at0.6m apart and filled in between with puddle clay to form bund for an average height2.00m including labour dismantling the bund after completion of the work etc.complete. |
| 8 | 60.2.3Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water withengine and pump set above 5HP and up to 10HP, including conveyance to site anderection,cost of fuel, lubrication oil and other stores, pay of staff etc complete |
| 9 | 60.5.3DOWEL BARS - Supplying and Providing MS dowel bars of size 25 mm dia of 2.0mlong (1m in rock and 1m in concrete ) including drilling holes of 30mm dia and fillingthe gap with cement grout( 0.50kg/each) etc complete |
| 10 | 26.30.1Drilling suitable holes in reinforced or plain cement concrete with power drivendrill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels,columns and slabs to introduce steel bars for sunshades/balconies includingfixing the steel bars in position using epoxy resin anchor grout of approvedmake but excluding the cost of reinforcement, all complete as per direction ofEngineer-In-Charge.Upto and including 12mm dia. |
| 11 | 13.52.1Finishing with Epoxy paint (two or more coats) at all locations prepared and appliedas per manufacturer's specifications including appropriate priming coat, preparationof surface, etc. complete.On steel work |
| 12 | 5.33.1.3Providing and laying in position ready mixed or site batched design mix cementconcrete for reinforced cement concrete work; using coarse aggregate and fineaggregate derived from natural sources, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 toaccelerate / retard setting of concrete, to improve durability and workability withoutimpairing strength; 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 following grades ofconcrete. Note: Extra cement up to 10% of the minimum specified cement content indesign mix shall be payable separately. In case the cement content in design mix ismore than 110% of the specified minimum cement content, the contractor shall havediscretion to either re-design the mix or bear the cost of extra cementAll work upto plinth levelConcrete of M35 grade with minimum cement content of370 kg /cum |
| 13 | 5.33.1.2Providing and laying in position ready mixed or site batched design mix cementconcrete for reinforced cement concrete work; using coarse aggregate and fineaggregate derived from natural sources, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 toaccelerate / retard setting of concrete, to improve durability and workability without impairing strength; 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 following grades ofconcrete. Note: Extra cement up to 10% of the minimum specified cement content indesign mix shall be payable separately. In case the cement content in design mix ismore than 110% of the specified minimum cement content, the contractor shall havediscretion to either re-design the mix or bear the cost of extra cementAll work upto plinth levelConcrete of M30 grade with minimum cement content of350 kg /cum |
| 14 | OD43601/2026-2027 Providing and laying 12 mm thick bitumen impregnated fibre board conforming toIS: 1838 as bearing/separation layer at supports and expansion joints including primerand necessary fixing including cost of primer complete as per site engineer in charge. |
| 15 | 5.9.3Centering and shuttering including strutting, etc. and removal of form for:Suspendedfloors, roofs, landings, balconies and access platform |
| 16 | 5.9.6Centering and shuttering including strutting, etc. and removal of form for:Columns,Pillars, Piers, Abutments, Posts and Struts |
| 17 | 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 |
| 18 | 5.9.5Centering and shuttering including strutting, etc. and removal of form for:Lintels,beams, plinth beams, girders bressumers and cantilevers |
| 19 | 51.2.3Filling with Quarry Muck Filling up low lying and water logged areas with localmaterial/ quarry muck, spreading in layers, leveling the top at site and consolidationby ramming, etc complete for improving the CBR value of subgrade |
| 20 | OD373712/2025-2026Supplying and fixing granite board 0.60m x0.45m with cc 1:2:4 1.00m x 1.00m |
| 21 | Drainage spouts |
| 22 | 13.10Drainage spouts complete as per drawing and technical specifications Clause 1209 |
| 23 | EXCLUSIVE OF GST |
| 24 | Note :1 All materials, Items, Equipment shall be best branded items with IS and approved by client/KEL |
| 25 | 2:Rate should be inclusive of Insurance,Transportation, delivery and installation cost for all items |
| 26 | 3.Rate should be Exclusive of GST. |
| 27 | 4.Work should be executed as per DSR/PWD specification and direction of Engineer at site. |
| 28 | 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. |
| 29 | 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 ofMalabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference. |
| 30 | 7.STEEL REINFORCEMENT: Make: Tata,Vaishak, SAIL, JSW or eq primary make in the order of preference |
| 31 | 8.CENTERING & SHUTTERING: (Centering and shuttering for different category of work may be considered separately.) |
| 32 | 8. ACRYLIC SMOOTH EXTERIOR PAINT/ SYNTHETIC ENAMEL PAINT/WHITE CEMENT BASEDPUTTY/ CEMENT PRIMER: Make: Asian, Berger, Nerolas or eq. in the order of pref. Please Enable Macros to View BoQ information |
