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| 1 | Lobour for site clearance do…….do….E/I |
| 2 | Earth 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 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) |
| 3 | Providing stone dust filling in road do……do…..E/I |
| 4 | 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 cornplete as per specification and direction of E/|. |
| 5 | Providing P.C.C.M 200 in nominal mix of (1:1.5:3) in foundation withapproved quality of stone chips 20 mm to 6 mm size graded andclean coarse sancl of F M.2 5 to 3 including screening shutteringmixing cement concrete in mixer and placrng in positionlvibrating, strrking, curing, taxes and royalty all complete as per specification and direction of Engineer-in-charge |
| 6 | Filling in foundation trenches and plinth in layers notexceeding 150 mm thick wellwatered, rammed, fully compacted and finedressed with earth obtained after cutting withtn a lead of50 ltl and liftof 1.5 M all complete as per buildingspecification and direction of E/l |
| 7 | Centring and shuttering including strutting proping etc removal of form for all complete as per buiding specification and direction of E/I |
| 8 | Add Carrige cost of materials from source to W/S , Boulder 20 Km |
| 9 | sand 30 Km |
| 10 | Stone Chips 18 Km |
| 11 | Stone Dust 18 Km |
| 12 | Cement 11 Km |
| 13 | Lobour for site clearance do…….do….E/I |
| 14 | Earth 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 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) |
| 15 | Earth 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 50M including all lifts leveling ramming the foundation treanches, removing roots of trees, and shrubs all complete as per approved design, building specification and direction of E/I Extra for earthwork in hard soil as per specification and direction of E/I. ( vide classification of soil item-B) |
| 16 | Providing coarse clean sand in filling in 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/I (Mode of measurement compacted 6 of measurement compacted volume |
| 17 | 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 cornplete as per specification and direction of E/|. |
| 18 | Providing P.C.C.M 200 in nominal mix of (1:1.5:3) in foundation withapproved quality of stone chips 20 mm to 6 mm size graded andclean coarse sancl of F M.2 5 to 3 including screening shutteringmixing cement concrete in mixer and placrng in positionlvibrating, strrking, curing, taxes and royalty all complete as per specification and direction of Engineer-in-charge |
| 19 | Providing radom rubble stone masonary in C.M (1:4) in foundation and plinth with hammer dressing stone of less than .03 m3 in volume and cleaing coarse sand of F.M 2 to 2.5 inclding cost of screening raking ot joins to 20mm depth curing taxes and royalty all complete as per specification and direction of E/ |
| 20 | Providing Ashlar stone masonry in CM (1:4) in superstructure with chisel dressed stone, cut to required size and shape and clean coarse sand of F.M. 2 to 2.5 including cost of screening, carriage of materials, raking out joints to 20 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I. |
| 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) |
| 22 | Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° 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) |
| 23 | Providing P.C.C.M 200 in nominal mix of (1:1.5:3) in foundation withapproved quality of stone chips 20 mm to 6 mm size graded andclean coarse sancl of F M.2 5 to 3 including screening shutteringmixing cement concrete in mixer and placrng in positionlvibrating, strrking, curing, taxes and royalty all complete as per specification and direction of Engineer-in-charge |
| 24 | providing Tor steel reinforcement of 10mm,12mm,& 16mm. dia bars as per approved design and drawing inclusive carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of the wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I |
| 25 | Providing centering including shuttring and proping and remouvel after use in deckslab as per specification and diraction E/I |
| 26 | Providing centering including shuttring and proping and remouvel after use in deckslab as per specification and diraction E/I |
| 27 | Providing 25mm thickcement plaster (1:4) with clean coarse sand of F.M 1.5 ncluding screening curing with all lead and left of water scaffolding taxes and royalty all complete job as per Specification and direction E/I |
| 28 | Providing 1.5mm cement punning including curing, carriage of water with all leads and lift as per building specification and direction of E/I. |
| 29 | Providing Earth 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/I. |
| 30 | Weep hole with dry greded stone filter of 20mm to40mm size in abutt and wing wall |
| 31 | Painting two coats on New surface |
| 32 | BOULDER |
| 33 | sand 30 Km |
| 34 | CHIPS |
| 35 | CEMENT + STEEL |
| 36 | add S/B & PHOTOGRAPHY |
| 37 | Add . 18 % GST |
| 38 | add 1 % labour cess Please Enable Macros to View BoQ information |
