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| 1 | Laying and Jointing PVC Pipe. Heading |
| 2 | BOUNDRY WALL PARTEarthwork in excavation in foundation trenches in Hard soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. |
| 3 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers 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/l (Mode of measurement complacted volume). |
| 4 | Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level :1:2:4 . |
| 6 | Providing and laying in position reinforced cement concrete of specified grade excluding the cost of centering, shuttering , finishing and reinforcement - all work upto plinth level :1:1.5:3 . |
| 7 | R.C.C. work in beams ,suspended floors ,roofs having slope upto 15\\", landings ,balconies ,shelves ,chajjas ,lintels ,bands , plain window sill ,staircase and spiral stairs cases above plinth level upto floor five level excluding the cost of centering ,shuttering , finishing and reinforcement with 1:1.5:3. |
| 8 | R.C.C. 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 upto floor five level excluding cost of centering , shuttering , finishing and reinforcement :1;1.5:3 . |
| 9 | Providing designation 75 B brick work in C.M.(1 :6) in superstructure with approved quality of clean coarse sand of F.M. 2 to2.5 including providing 10 mm thick mortar joints cost of screening materials , scafolding , raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/l. |
| 10 | Providing Tor steel reinforcement of 10mm. ,12mm & 16mm dia. bars as per approved design and drawing excluding carriage of M.S. bars to work site , cutting, bending and binding with annealed wire with cost of wire, removal of rust placing the rods in position all complete as per building specification and direction of E/l. |
| 11 | Providing 12mm cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/l. |
| 12 | Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/l. |
| 13 | Centering and shuttering including strutting , propping etc. and removal of form for Beam |
| 14 | Column |
| 15 | Supplying, fitting and fixing 20 guage G.C.I, sheet gate fitted on M.S. Angle frame of size 60x60x6mm. including cost of fabrication , providing necessary locking arrangement with haskal and domny duly fixed in P.C.C. (1:2:4) blocks of required size, applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/l. |
| 16 | Providing two coats of synthetic enamel paint of approved shade and make over steel surface including cleaning the surface thoroughly, scaffolding and taxes all complete as per building specification and direciton of E/l. |
| 17 | Carriage of material a.Cement = lead - 7 km |
| 18 | a.Steel = lead - 7 km |
| 19 | a.Sand = lead - 24 km(p)+1 km(k) |
| 20 | b.S/chips = lead - 24 km |
| 21 | c.Bricks= lead - 27 km(p)+1 km(k) |
| 22 | CULVERT PARTEarth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. |
| 23 | Construction of dry rubble flooring at cross drainage works for relatively less important works. |
| 24 | Providing concrete for plain/reinforced in open foundation complete as per drawings and technical specification. (A) P.C.C- M15 |
| 25 | Stone masonary work in cement mortar (1:3) in foundation complete as per drawings and technical specification (B) Random rubble masonry |
| 26 | Stone masonart work in cement mortar (1:3) in supstructure complete as per drawings and technical specification (A) Random rubble masonry |
| 27 | P.C.C.M15 (1:2:4) in sub structure (Plain Cement Concrete 1:2:4 nominal mix in sub structure complete as per drawings and technical specifications |
| 28 | Plain/Reinforced Cement Concrete in Sub Structure complete as per drawing and technical specification. (R.C.C. Grade M 20 using batching plant,transit mixer & concrete pump) Height upto 5 M (Abutment Cap / Bed) |
| 29 | Plain/Reinforced Cement Concrete in Sub Structure complete as per drawing and technical specification. (R.C.C. Grade M 25 using batching plant,transit mixer & concrete pump) Height upto 5 M (Deck Slab) |
| 30 | Providing and laying Cement Concrete Wearing Coat M-30 grade including reinforcement complete as per drawing and technical specification. |
| 31 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification |
| 32 | Plastering with cement mortor (1:3) on brick work in sub structure as per Technical Specifications |
| 33 | Providing weephole in brick/stone masonry, plainkreinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification |
| 34 | Backfilling behind abutment, wing wall and return wall complete as per drawings and technical specification |
| 35 | Carrage of MaterialsCement lead 7km |
| 36 | Steel lead 7KM |
| 37 | Sand lead 24KM(P)+1 KM(K) |
| 38 | Stone boulder lead 24 km (P) |
| 39 | Stone chips lead 24 km (P) |
| 40 | PCC PARTEarthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foudation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/l. |
| 41 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers 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/l (Mode of measurement complacted volume). |
| 42 | Providing designation 75 B one brick on edge soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/l. |
| 43 | plain cement concrete in open foundation complete as per drawing and technical specifications .PCC M 20 Grade ( 1:1.5:3) |
| 44 | Earth filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation frenches within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l (Mode of measurement compacted volume). |
| 45 | Carriage of material a.Sand = lead - 24 km (p)+1km(k) |
| 46 | b.S/chips = lead - 24 km |
| 47 | c.Bricks= lead -27 km (p)+ 1 km(k) |
| 48 | d.Cement= lead - 7 km |
| 49 | Add. 18% GST |
| 50 | Add. 1% Labour Cess Please Enable Macros to View BoQ information |
