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| 1 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance up to 50 M including all lifts levelling ramming the foundation trenches removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I. |
| 2 | Extra for earthwork in hard soil as per. Specification and direction of E/I (Vide classification of Soil item _B) |
| 3 | 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 trenches within a lead of 50 M and lift of 1.5M all complete as per building specification and direction of E/I (Mode of measurement compacted volume) |
| 4 | 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 buy lading specification and direction of E/I (Mode of measurement compacted volume). |
| 5 | Providing designation 75B one Brick flat soling as per building specification and direction of E/I |
| 6 | Providing P.C.C M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 excluding screening shuttering mixing cement concrete in mixer and placing in position, vibrating, striking, curing taxes and royalty all complete as per building specification and direction of E/I |
| 7 | Providing R.C.C M-200 with nominal mix of (1:1.5:3) in column and plinth with approved quality of Stone as per building specification and direction of E/I |
| 8 | Centering and Shutering including strutting propping etc.and remove all Foundation, Footing bases of Column etc for mass concrete |
| 9 | Centering and Shutering including strutting propping etc.and remove all Column, pillers, piers and abutment etc |
| 10 | Centering and Shutering including strutting propping etc.and remove all Lintels, Beams, Plinth Beam and Girders etc |
| 11 | Centering and Shutering including strutting propping etc.and remove allSuspended floors roofs landing balconies and access platform |
| 12 | Providing designation 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9\\"x4.5\\"x3\\") in C.M. (1:8) 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 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 13 | Providing 50mm thick damp proof course with cement concrete M-15 with nominal mix of (1:2:4) with approved as per building specification and direction of E/I |
| 14 | Providing designation 100 A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9\\"x4.5\\"x3\\") in C.M. (1:6) in foundation and plinth with approved uality 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/I. |
| 15 | Providing 12mm thick water proof cement plaster (1:3) with clean coarse sand of F.M 1.5 with 5% cico or any other approved water proofing compound including as per building specification and direction of E/I |
| 16 | Providing tor steel reinforcement of 10mm, 12mm & 16mm dia bars as per approved deign and drawing as per building specification and direction of E/I (a) 10mm (TMT coil Fe 500) (only valid for TATA(Tucson), SAIL, JSPL, Elcetrosteel Ltd. Bokaro and Vizag(RINL) (b) 12mm (TMT coil Fe 500) (only valid for TATA(Tiscon), SAIL, JSPL, Elcetrosteel Ltd. Bokaro and Vizag(RINL) (c) 16mm (TMT coil Fe 500) (only valid for TATA(Tiscon), SAIL, JSPL, Elcetrosteel Ltd. Bokaro and Vizag(RINL) |
| 17 | Providing 12mm thick cement plaster (1:6) as per building specification and direction of E/I |
| 18 | Providing 6mm. Thick cement plaster (1:4) in celling with clean coarse sand of F.M. 1.5 as per building specification and direction of E/I |
| 19 | Providing two coat 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 pr building specification and direction of E/I |
| 20 | Providing 50mm thick first class patent stone flooring (1:2:4) with stone chips in two layers bottom layer 19mm thick (1:2:4) with 12mm to 6mm. Size graded stone chips and top layer 6mm. Thick (1:2) with 6mm down stone chips. In panels including cost of curing finishing the surface smooth by rubbing with carborndum stone direction of E/I. |
| 21 | Add Carriage of Material Sand (Lead 18 Km.(P)) |
| 22 | Brick (Lead 12 Km.(P)) |
| 23 | Stone Chips (Lead 16Km.(P)) |
| 24 | Cement + rod (Lead 11Km.(P)) |
| 25 | Add cost for Signboard and Photography |
| 26 | Paver Block Work Labour required for site clearence do-do-E/I |
| 27 | Earth work excavation in foundation Trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth as obtained . all complete as per approved design, building specification and |
| 28 | Providing Coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding150 mm thick with all leads and lifts . all complete as per building specification and direction of E/I (Mode of measurement compacted volume) |
| 29 | Provinding and laying 60 mm thick factory made cement concrete interlocking paver block of m-30 grade by blocking compaction and pattern over and including 50 mm thick compaction of approved size and design and shape laid in required colour and pattern and bed of coarse sand filling the joints with fine. |
| 30 | Providing Plain cement concrete in open foundation complete as per drawing and technical specifications p.c.c m-15(1:2:4)do-do-E/I |
| 31 | Add carriage of material(a) Cement (lead 10 km) |
| 32 | (b) Sand (5p) |
| 33 | (c) Stone Chips (lead 15 km) |
| 34 | (d) Paver Block (lead 15 km) |
| 35 | Add cost for Signboard and Photography |
| 36 | Construction of Shed (15x20) in Rajganj CLF. Earthwork 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.Extra for earthwork in hard soil as per specification and direction of E/l (vide classification of soil item- B) |
| 37 | Providing Coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all material labour royality and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume) |
| 38 | Providing designed 75 B one brick flat soiling joints filled with local sand including cost of watering taxes royality all complete as per building specification and direction of E/I |
| 39 | Providing P.C.C. M-150 with 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. |
| 40 | Centering and Shutering including strutting propping etc.and remove all foundation, footing base od colum etc for mass concrete |
| 41 | Steel work in build up tubuler(round, suare or rectangular hollow tubes etc.) trusses etc including cutting hoisting, fixing in position...do...10.16.1 hot finished welded type tubes. |
| 42 | Providing and fixing precoated galvanised iron proNe sheets (size,shape and pitch of corrugattion as approved by E/I.) 0.50 mm (+0.05) total cotedthickness with zinc coating.....do...... |
| 43 | Add carriage of material(a) Cement (lead 10 km) |
| 44 | (b) Sand (16p) |
| 45 | (c) Stone Chips (lead 15 km) |
| 46 | (d) Bricks |
| 47 | Add cost for Signboard and Photography |
| 48 | Chabutra: Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance up to 50 M including all lifts levelling ramming the foundation trenches removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I. |
| 49 | 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 buy lading specification and direction of E/I (Mode of measurement compacted volume). |
| 50 | Providing designation 75B one Brick flat soling as per building specification and direction of E/I |
| 51 | Providing P.C.C M-100 in nominal mix of (1:3:6) in foundation with approved quality of stone chips 20mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 excluding screening shuttering mixing cement concrete in mixer and placing in position, vibrating, striking, curing taxes and royalty all complete as per building specification and direction of E/I |
| 52 | Providing designation 75 B Brick work in C.M. (1:6) in foundation and plinth with approved uality 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/I. |
| 53 | Providing 50mm thick damp proof course with cement concrete M-15 with nominal mix of (1:2:4) with approved as per building specification and direction of E/I |
| 54 | Providing 12mm thick cement plaster (1:6) as per building specification and direction of E/I |
| 55 | Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained 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) |
| 56 | Add carriage of material(a) Cement (lead 11 km) |
| 57 | (b) Bricks (lead= 5 km) |
| 58 | (c) Stone Chips (lead 10 km) |
| 59 | (d) Cement + rod (lead 2 km) |
| 60 | Add cost for Signboard and Photography |
| 61 | Goods & Service Tax (G.S.T. 18%) |
| 62 | 1% Labour Cess Please Enable Macros to View BoQ information |
