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| 1 | Jungle clearance in borrow area, building premises, flanks and slopes on the roads, canals and emnbankment by removing the grass and the jungle bushes from the top including weeding out shrubs including roots and leveling etc. complete as per direction of E/l.Common S.O.R. Item No. 2.02 |
| 2 | EW in excavation in Canal by hydraulic excavator with lead upto 1Om and all lift all complete as per specification and direction of E/l |W.R.D. S.O.R. Item No. 7.1.43.1 |
| 3 | E/W in excavation in Canal by hydraulic excavator with lead beyond 150M upto 500m and all lift all complete as per specification and direction of E/l. W.R.D. S.O.R. Item No. 7.1.43.2 |
| 4 | Earthwork in excavation in Canal by the hydraulic excavator as per design section, in soft rock ( |wherer blasting is not needed) vide type of soil |lItem - C with disposal of spoil upto 500M with all lifts by tipper including construction and maintainance of haul road all complete as per specification and direction of E/l W.R.D. S.O.R. ltem No. 7.1.43.6 |
| 5 | Earthwork in excavation in Canal by the hydraulic excavator as per design section, in soft rock( |wherer blasting is not needed) vide type of soil |Item - C with disposal of spoil beyond 500M but upto 100OM with all lifts by tipper including construction and maintainance of haul road all |Complete as per specification and direction of E/N. W.R.D. S.o.R. Item No. 7.1.43.7 |
| 6 | Earth work in excavation in foundation trenches as per designed section in all kinds of soil, including moorum soil, soil mixed with kankar, pebles and |boulders upto 300mm size and disposal of of the same (beyond 50 m away from the toe of dam in the Jcountry side) within initial lead of 150m and initial lift of 1.5m as per direction and specification of E/M. W.R.D. S.O.R. Item No. 5.1.8 |
| 7 | Earth Work in excavation of cut-off trenches as per |designed section in soft rock or ordinary rock (Vide |classification of soil item-C) all complete as per specification and direction of EA |
| 8 | Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty and all other taxes complete job as per specification and direction of E/I |
| 9 | Supplying laying boulder in rock toe, heel trenches of the dam as per design, drawing including the cost of materials royalty and all taxes etc. all complete as per specification and direction of E/. Common S.O.R. Item No. 5.6.4 |
| 10 | Providing brick flat soling with designation 75A bricks, joints filled with coarse sand of approved quality including royalty and all taxes, all complete job as per specification and direction of E/. W.R.D. S.O.R. Item No. 6.6.5 |
| 11 | Plain/Reinforced cement concrete in open foundation as per drawing and technical specification and |direction of E/l. PCC Grade M15 |
| 12 | Providiag rough dressed random rubble stone masonary in CM (1:4) in foudation with approved |quality of coarse sasd of requisite f.m (2.5 to 3) washed and screened with risking out joints to 12mm depth, curing scafolding and its removal wherever required royalty and all taxes etc. complete job as per specificition and direction of E/. |
| 13 | Providing rough dressed coarse stone masosry in |cm. (1:4) in superstructure with approved quality of Coarse sand of requisite rn (2.5 to 3) washed and screened with risking out joints to 12mm depth, |curing scaffolding and its removal where required royally and all taxes etc. complete Job as per specificition and direction of EA. Common S.0.R. Item No. 5.2.31 |
| 14 | Supplying 300 mm dia NP2 hume pipe with collors in |line, level and grade as per 1S 458-1971 all cornplete. Common S.O.R. Item No. M-300(11) |
| 15 | Labour for laying, fitting and fixing 300 mm dia NP2 |hume pipe with collors in line, level and grade, as well as providing approved jointing materials and joints properly filled to make them water proof, all |Complete, as per specification and direction of EIN. W.R.D. S.0.R. Item No. 7.6.1.2 |
| 16 | Providing 25mm thick cement plaster (1;4) with clean coarse sand of F.M. - 1.5 includingscreening, curing with all leads and lifts of water, scaffolding. taxes and royalty all complete job as per building specification and direction of E/l |
| 17 | Earth work in filling in foundation or back flling of |masonary structure with suitable earth in layer not exceeding 150mm thick well watered, rammed and |fully compacted and finally dressed with earth obtained from exacavation of foundation treanches and kept at a lead of 30m and initial lift 1.5m copmlete as per pecification and direction of E/. W.R.D. S.O.R. Item No. 6.1.16 |
| 18 | Earth work in excavation of cut-off trenches as per designed section in soft rock or ordinary rock (Vide classification of soil 10.18M203.58 item-C) all complete as per specification and direction W.R.D. S.O.R. Item No. 5.1.15.2 |
| 19 | 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 fioor five level, excluding |cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement:1.5 coarse sand(zone-ll) : 3 graded stone aggregate 20 mmnominal size) |
| 20 | Providing Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 21 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level. excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size). B.C.D. S.O.R. Item No. 5.3.11 |
| 22 | Providing centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers B.C.D. S.O.R. Item No. 5.3.17.5 |
| 23 | Providing TMT steel reinforcement 8mm, 10mm. 12mm 9 l16mm dia bars as per approved deSign and drawing lexcluding carriage of M.S bar to work site, cutting. bendino lend binding with annealed wire With cost of wire removal of Irust placing the rods in position all Complete as per building specification and direction of E/I |
| 24 | Supplying and Laying ( properly as per design and drawing) rip-rap with good quality of boulders duly packed including the cost of materials , royalty all taxes etc., but excluding the cost of carriage all complete as per specification and direction EN. Common S.O.R. Item No. 5.6.8 |
| 25 | Providing weep hole with dry graded stone filter of |20mm to 40mm size in abutment and wing wall as per specification and direction of El. Common S.O.R. Item No. 6.7.6 |
| 26 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of sof item A) and disposal of excavated earth as obtained to a distance upto 50M including all ifts leveling ramming the foundation treanches removing roots of trees, and shrubs all complete as per approved |design, building specification and direction |
| 27 | Providing coarse Clean sand in filling in in foundation trenches or in plinth including ramming and watering in lavers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/ (Mode of measurement compacted volume |
| 28 | Providing designation 75B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of EII. B.C.D. S.O.R. Item No. 5.6.3 |
| 29 | 5. Providing designation 75B brick work in C.M (1:6 ) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15nm depth Curring, taxes and royalty all complete as per builiding specification and direction of EA. B.C.D. S.O.R. Item No. 5.2.6 |
| 30 | Providing designation 75 B brick work in C.M. (1:6) in |superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including. providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth |curing, taxes and royalty all complete as per building specification and direction of E/l. B.C.D. S.0.R. Item No. 5.2.14 |
| 31 | Providing 12mm cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and Ifts of water, scaffolding taxes and royalty with 1.5mm ick cement punning all complete as per building |specification and direction of E/l. B.C.D. S.0.R. Item No. 5.7.2 + 5.7.11 |
| 32 | Providing and laying 60 mm thick C.C. paver block of M-30 arade with approved color design and pattern.factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & sizel shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embeddinglaying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. D.S.R. Item No. 16.91.1 |
| 33 | Carriage of materials including stacking,loading,unloading do….do…all complete job. Cement |
| 34 | Stone Chips |
| 35 | Boulders |
| 36 | Hume Pipes NP2 300mm |
| 37 | Bricks |
| 38 | Steel Reinforcement |
| 39 | Goods & Service Tax (G.S.T.) - |
| 40 | Labour Cess - Please Enable Macros to View BoQ information |
