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| 1 | Chadra Shed kewat tola, 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. (5.1.1) |
| 2 | 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). (5.1.10) |
| 3 | Providing designation 75B one Brick flat soling as per building specification and direction of E/I (5.6.3) |
| 4 | 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 (5.3.1.2) |
| 5 | Centering and Shutering including strutting propping etc.and remove all Foundation, Footing bases of Column etc for mass concrete (5.3.17 + 5.3.17.1) |
| 6 | steel work in build up tubular(round, square or rectanglar hollow tube etc.) trusses etc including cutting hoisting fixing in posision…do hott finish welded type tubes (dsr/10.16.1) |
| 7 | providing and fixinng precoated galvanized iron proNe sheet ( size shape and pitch of corrugation as approved by E/I (dsr/12.50) |
| 8 | Add Carriage of Material Sand (Lead 16 Km.(P)) |
| 9 | Brick (Lead 088Km.(P)) |
| 10 | Stone Chips (Lead 15Km.(P)) |
| 11 | Cement + rod (Lead 10Km.(P)) |
| 12 | Chadra Shed lodwadih, 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. (5.1.1) |
| 13 | 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). (5.1.10) |
| 14 | Providing designation 75B one Brick flat soling as per building specification and direction of E/I (5.6.3) |
| 15 | 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 (5.3.1.2) |
| 16 | Centering and Shutering including strutting propping etc.and remove all Foundation, Footing bases of Column etc for mass concrete (5.3.17 + 5.3.17.1) |
| 17 | steel work in build up tubular(round, square or rectanglar hollow tube etc.) trusses etc including cutting hoisting fixing in posision…do hott finish welded type tubes (dsr/10.16.1) |
| 18 | providing and fixinng precoated galvanized iron proNe sheet ( size shape and pitch of corrugation as approved by E/I (dsr/12.50) |
| 19 | Add Carriage of Material Sand (Lead 16 Km.(P)) |
| 20 | Brick (Lead 088Km.(P)) |
| 21 | Stone Chips (Lead 15Km.(P)) |
| 22 | Cement + rod (Lead 10Km.(P)) |
| 23 | chabutara ledatand, 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. (5.1.1) |
| 24 | Extra for earthwork in hard soil as per. Specification and direction of E/I (Vide classification of Soil item _B) (5.1.2) |
| 25 | 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) (5.1.7) |
| 26 | 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). (5.1.10) |
| 27 | Providing designation 75B one Brick flat soling as per building specification and direction of E/I (5.6.3) |
| 28 | 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 (5.3.1.2) |
| 29 | providing designation 75b/w in c.m(1:6) in foundation and plinth with approvedquality of sanddo.. Do as per specification and direction of E/I. |
| 30 | Provinding and laying 50 mm 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 6mm sizee graded stone chips and top layer 6mm thick(1:2) with 6mm down stone chips in panel rubbimg with carbrndum stone direction of E/I. |
| 31 | Providing 12mm thick cement plaster (1:6) as per building specification and direction of E/I (5.7.11+5.7.2) |
| 32 | 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 bu |
| 33 | Add Carriage of Material Sand (Lead 11 Km.(P)) |
| 34 | Brick (Lead 5Km.(P)) |
| 35 | Stone Chips (Lead 10Km.(P)) |
| 36 | Cement + rod (Lead 10Km.(P)) |
| 37 | Shed dumdumi, 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. (5.1.1) |
| 38 | Extra for earthwork in hard soil as per. Specification and direction of E/I (Vide classification of Soil item _B) (5.1.2) |
| 39 | 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) (5.1.7) |
| 40 | 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). (5.1.10) |
| 41 | Providing designation 75B one Brick flat soling as per building specification and direction of E/I (5.6.3) |
| 42 | 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 (5.3.1.2) |
| 43 | 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 (5.3.14) |
| 44 | Centering and Shutering including strutting propping etc.and remove all Foundation, Footing bases of Column etc for mass concrete (5.3.17 + 5.3.17.1) |
| 45 | Column, pillers, piers and abutment etc (5.3.17.6) |
| 46 | Lintels, Beams, Plinth Beam and Girders etc (5.3.17.5) |
| 47 | Suspended floors roofs landing balconies and access platform (5.3.17.3) |
| 48 | 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. (5.2.49) |
| 49 | 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 (5.3.5) |
| 50 | 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. (5.2.14) |
| 51 | Providing 12mm thick water proofing 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 . |
| 52 | 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) (5.5.4 + 5.5.5(abc)) |
| 53 | Providing 12mm thick cement plaster (1:6) as per building specification and direction of E/I (5.7.3) |
| 54 | 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 (5.7.6) |
| 55 | 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 (5.8.24) |
| 56 | Provinding and laying 50 mm 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 6mm sizee graded stone chips and top layer 6mm thick(1:2) with 6mm down stone chips in panel rubbimg with carbrndum stone direction of E/I. |
| 57 | Add Carriage of Material Sand (Lead 17 Km.(P)) |
| 58 | Brick (Lead 16Km.(P)) |
| 59 | Stone Chips (Lead 15Km.(P)) |
| 60 | Cement + rod (Lead 10Km.(P)) |
| 61 | Add cost for Signboard and Photography |
| 62 | Goods & Service Tax (G.S.T. 18%) |
| 63 | 1% Labour Cess Please Enable Macros to View BoQ information |
