|
| 1 | Clearing and Grubbing Road (Clearing and grubbing road land including uprooting rank vegetating, Grass, bushes, shrubs, saplings and tree girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materialto be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness) (i) by Manual means:-(A) In area of light jungle |
| 2 | Dismantling of existingStructures like culvert, bridge,retaining walls and other structure comprising of masonry, cement concrete,wood work,steel work,including T&P and scaffolding wherever necessary ,sorting the dismentaled material,disposal of unservicable material and stackingthe serviceable material with all lifts and lead of 1000 metres(i) Lime/ Cement ConcreteI) By Mannual Means A) Lime Concrete, cement concrete grade M-10 and below |
| 3 | Dismantling ofexistingStructures like culvert, bridge,retaining walls and other structure comprising of masonry, cement concrete,wood work,steel work,including T&P and scaffolding wherever necessary ,sorting the dismentaled material,disposal of unservicable material and stackingthe serviceable material with all lifts and lead of 1000 metres (i) Dismantling stone masonry I) By Mannual Means B) Rubble stone masonry in cement mortar. |
| 4 | Dismantling ofexistingStructures like culvert, bridge,retaining walls and other structure comprising of masonry, cement concrete,wood work,steel work,including T&P and scaffolding wherever necessary ,sorting the dismentaled material,disposal of unservicable material and stackingthe serviceable material with all lifts and lead of 1000 metres(ii b) Dismantling Brick/tile workI) By Mannual MeansB) In cement mortar. |
| 5 | Earthwork in excavation of Foundation Trenches in ordinary soil (Vide Classification of Soil Item -A) and disposal of excavated earth so obtained (50 M, away from the trenches with initial lead of 150 M and initial lead of 1.5 M as per specification and direction of E/I. |
| 6 | Extra for earthwork in hard soil (Vide classification of soil item- B) all completed as per specification and direction E/I |
| 7 | Providing random rubble stone masonry in C.M. (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening raking out joints to 20 mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I |
| 8 | Providing random rubble stone masonry in cement mortar (1:4) in superstructure and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening raking out joints to 20 mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I |
| 9 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). |
| 10 | providing coarse clean local sand infilling foundation treanches including ramming and watering in layer including cost of material ,labour andtaxes all complete as per specification and direction of E/I (WRD 7.1.37) |
| 11 | Providing designation 75A 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/I. |
| 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 13 | Providing shuttering including strutting and proping etc and its removal after use in foundation as per specification and direction of E/I. (7.3.19) |
| 14 | Providing designation 75 B brick work in C.M (1:3) in superstructure with approved quality of clean coarse sand of F.M.2 to 2.5including providing 10 mm thick mortar joints, cost of screening materials, Scafflding, raking out jointsto 15 mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 15 | Providing 12mm cement plaster (1:3) 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/I. |
| 16 | Providing 1.5mm cement punning including curing, carriage of water with all leads and lift as per building specification and direction of E/I. |
| 17 | Material Statement(i) Cement |
| 18 | Sand |
| 19 | Stone chips |
| 20 | stone boulder |
| 21 | Bricks |
| 22 | Add GST @18% |
| 23 | Add Labour Cess @1% |
