| 1 | 1 | 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 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I. (5.1.1 ) | | 564.63 | M3 |
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| 2 | 2 | Providing coarse clean local SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) (5.1.10) Qty Stair-87.39+ Canopy-12.16 = 99.950 M3 | | 99.95 | M3 |
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| 3 | 3 | Providing designation 75-B, BRICK FLAT SOLING joints filled with local sand including cost of watering,taxes and royalty all complete as per building specification and direction of Engineer Incharge. (5.6.1) Qty Stair-843.87+ Canopy-12.16 = 856.03 | | 856.03 | M2 |
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| 4 | 4 | Providing P.C.C. M-15with nominal mix of (1:2:4) in Foundation with approved quality of stone metal grade III (53 to 22.4 mm size) and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixture, placing in position, vibration, striking, curing, taxes and royalty all complete as per building specification & direction of E/I. (5.3.2) | | 98.711 | M3 |
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| 5 | 5 | Providing designation 75A brick work in C.M. (1:6) in foundation & 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 15mm depth , curing, taxes & royalty all complete as per building specification & direction of E/I. (5.2.3.) Qty Stair-87.144+ Canopy-0.65 = 87.794 M3 | | 87.794 | M3 |
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| 6 | 6 | Providing 25mm thick first class patent stone flooring (1:2:4) with stone chips in two layer bottom layer 19mm thick (1:2:4) with 12mm to 6 mm size graded stone chips and to player 6 mm thick (1:2) with 6mm down stone chips in panels including cost of curing finishing the surface smooth by rubbing with carborandum stone taxes and royalty all complete job as per specification and direction of E/I.(5.6.7) | | 714.59 | M2 |
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| 7 | 7 | Providing 12 mm Thk. cement plaster(1:6) on inside walls with clean course sand of FM-1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I. (5.7.3) Qty Stair-16.73+ Canopy-34.18 = 50.91 M3 | | 50.91 | M2 |
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| 8 | 8 | E/W in excavation of foundation trenches of toe wall, spillway, head regulator, outlet, intek well etc. as per designed section in all kinds of soil including moorum soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of the same (beyond 50 m away from the edge of the trenches) with initial lead of 150 m and initial lift of 1.5 m as per specification and direction of (vide item no. 5.1.14.1) | | 7.26 | M3 |
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| 9 | 9 | E/W in excavation of foundation trenches of toe wall, spillway, head regulator, in take well and outlet etc. as per designed section in ordinary rock or soft rock (where blasting is not needed) (vide classification of soil item- C) with disposal of soil (beyond 50 m form the edge of the trenches) with initial lead of 150 m and lift of 1.5 m as per specification and direction of E/I (vide item no. 5.1.15.2) | | 10.9 | M3 |
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| 10 | 10 | EARTH Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dresssd with earth obdiened after cutting within a lead of 50 m and lift of 1.5 M all complete as per building specification and direction of E.I (Mode of measurement compacted volume.) S.O.R- 5.1.8 | | 39.23 | M3 |
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| 11 | 11 | Providing P.C.C.M100 with nominal mix of1:3:6) in foundation with approved quality ston metal grade -lll(50mmto 25mm . size ) clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position vibrating, stricking, curing, taxes and royality all complete, as per building specification and direction of Engneer -in - charge E.I (S.O.R- 5.3.3) | | 12.16 | M3 |
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| 12 | 12 | Providing R.C.C.M 200 in nominal mix of (1:1:5:3) in foundation and plinth with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position vibrating, stricking, curing, taxes and royality all complete, as per building specification and direction of E/I (S.O.R- 5.3.5.1) | | 4.13 | M3 |
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| 13 | 13 | Providing R.C.C.M 200 in band at plinth leval with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position vibrating, stricking, curing, taxes and royality all complete, as per building specification and direction of E/I (S.O.R- 5.3.6.1) | | 1.09 | M3 |
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| 14 | 14 | Providing R.C.C.M 150 with nominal mix of (1:2:4) in ROOF beam of all typeswith approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position vibrating, stricking, curing, taxes and royality all complete, as per building specification and direction of E/I(S.O.R- 5.3.11) | | 0.65 | M3 |
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| 15 | 15 | Providing R.C.C.M 200 with nominal mix of (1:2:4) in roof slab with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position vibrating, stricking, curing, taxes and royality all complete, as per building specification and direction of E/I(S.O.R- 5.3.9.1) | | 6.41 | M3 |
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| 16 | 16 | Providing R.C.C.M 200 in nominal mix of (1:1:3:4) in Column with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position vibrating, stricking, curing, taxes and royality all complete, as per building specification and direction of E/I(S.O.R- 5.3.14) | | 1.51 | M3 |
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| 17 | 17 | Providing T or steel reinforcement of 12 mm dia rods as per approved design and drawing excluding carriage of bars to work site, cutting, bending and binding with annealed wie with cost of wire, removel of rust, placing the rods in position all complete as per building specification and direction of E.I\n(TMT Fe 500 Only valid for SAIL & TATA STEEL ) (S.O.R- 5..5.5) | | 1.0325 | MT |
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| 18 | 18 | Providing designation 75 A brick work in C.M (1:6)in superststructure with approved quality of clean coarse sand of F.M2 to 2.5 including providing 10mm thick morter joints , cost of screening materials,scaffolfing, raking out joints to 15mm depth , curing taxes and royality all complete as per building specification and direction of E/l(S.O.R- 5.2.11) | | 3.92 | M3 |
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| 19 | 19 | Providing 6 mm thick cement plaster ( (1:3) in ceiling with clean corse sand of F.M 1.5 including screnning, curing with all leads and lifts of water scaffolding ,taxes royalty all complete as per building specification and direction of E.I (S.O.R- 5.7.6) | | 91.64 | SQM |
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| 20 | 20 | proved and laying 6mm .precast white glazed tiles in wall over 12mm .cement morter (2:3)and jointend with grey cement slurry flush pointed with white cement including rubbing ,polisingand cost of curing taxes ,and royalty all complete as per building specification and direction of E.I(S.O.R- 5.6.23.1) | | 19.95 | M2 |
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| 21 | 21 | Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete.12.20 D.S.R | | 44.08 | M2 |
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| 22 | 22 | Providing and laying 25 mm thick FLOOR TILES slab flooring of approved sizes, texture and colour over 19 mm thick base of lime morter (1:1:1) lime putty surkhi coarse sand laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubing and polishing to granolithic finish with approved quality carborandum stone including cost of curing taxes and royalty all complete as per building specification and direction of E.I (S.O.R- 5.6.23.4) | | 102.79 | M2 |
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| 23 | 23 | Providing two coats of snowcem of approved shade and make over a coat of cement primer over new surface including prepairing the plastered surface by rubbing smooth with sand paper scaffolding curing,taxes all complete as per building specification and direction of E.I (S.O.R- 5.8.24) | | 73.63 | M2 |
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| 24 | 24 | Providing two coats of plastic emulsion paint of approved shade and make over a coat of cement primer over new surface including prepairing the plastered surface by rubbing smooth with pumic stone or fine sand paper applying putty where ever required scaffolding washing of floors and ,taxes all complete as per building specification and direction of E.I (S.O.R- 5.8.21) | | 104.86 | M2 |
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| 25 | 25 | CARRAIGE OF MATERIALS - | | | |
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| 26 | 25.01 | (i) Sand ,…..Lead - 10 km | | 227.26 | M3 |
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| 27 | 25.02 | (ii) Stone Chip..Lead - 35 km | | 163.583 | M3 |
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| 28 | 25.03 | (III) Brick…..Lead - 35 km | | 64806 | per thousand |
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| 29 | 25.04 | (Iv) Cement +Steel…..Lead - 35 km | | 70.725 | M.T. |
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| 30 | 26 | GST 12% | | 2.13207e+06 | % |
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| 31 | 27 | Labour Cess1% | | 2.38792e+06 | % |
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