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| 1 | 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 15.3) |
| 2 | 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 remming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within lead of 50m. All kind of soil. DSR 2.8.1 |
| 3 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. DSR 15.60 |
| 4 | Preparation of sub grade including trenching rough dressing of soil, final dressing of earth to give level and camber, watering, rolling with a road roller and compaction of bed complete in all respect to the entire satisfaction of Engineer in Charge. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). DSR 4.1.10 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form work for : Walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. DSR 5.9.2 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. DSR 5.9.5 |
| 8 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level. DSR 5.33.1 |
| 9 | Add for using extra cement in the items of design mix over and above the specified cement content therein. DSR 5.35 |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 cement: 1½ coarse sand (zone-iii) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) (DSR 4.1.2) |
| 11 | 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 5.22.6 |
| 12 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer : G.I. pipes. DSR 10.26.3 |
| 13 | 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 10.25.2 |
| 14 | 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 10 mm (DSR 8.8.1.2) |
| 15 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC rectangular covers on drains of footpath of various sizes. of M- 25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways, neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick, 100 mm wide MS sheet duly painted over priming coat, reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc including cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.. DSR 16.93 |
| 16 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012, MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of 2%), Zinic+10% Al alloy+PVC coated, Mesh wire diameter 2.7/3.7mm (ID/OD), mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge. DSR 16.96 |
| 17 | P/L Geotextile sheet (Non-wooven type) having thickness of 2mm approx.with weight 200. GSM (Minimum) etc, as per clause 702.2.1 of MoRTH(5th Revision) on a compacted sub grade for drainage,separation/ filtration and erosion control & prevent intermixing of two layer of dissimilar materials. Complete in all respect and to the entire satisfaction of engineer-in-Charge. (N.S) |
| 18 | Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars, pigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fin sand) including testing of joints etc. complete 450 mm dia RCC pipes. DSR 19.36.1 |
| 19 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR 6.1.1) |
| 20 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) (6.4.1) |
| 21 | Providing and laying 15mm cement plaster of mix. Complete in all respect to the entire satisfaction of the Engineer-In-Charge. 1:4 (:1 cement : 4 Course Sand) (DSR 13.5.1) |
| 22 | Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand) Flush / Ruled/ Struck or weathered pointing (DSR 13.31.1) |
| 23 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. DSR 13.80 |
| 24 | Finishing walls with Acrylic Smooth exterior paint of required shade : 13.46.1 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 13.46.1) |
| 25 | Credit of Old Material Please Enable Macros to View BoQ information |
