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| 1 | (1)Construction of 120 feet drain in Badalpur village via Jahangir Ansaris house under Kamardih panchayat.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 | 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). |
| 3 | Providing designation 75 B one brick flat soling b/f/s do-do-E/I |
| 4 | Providing R.C.C M-200 with nominal mix of (1:1.5:3) in foundation and plinth with approved quality of Stone as per building specification and direction of E/I |
| 5 | Centering and shuttering including strutting,propping etc and removal of form work for mass concrete do-do-E/I |
| 6 | 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) |
| 7 | Sand (lead =30km) |
| 8 | Stone Chips( Lead =25km) |
| 9 | Bricks (Lead =10km) |
| 10 | Cement+ Rod (lead= 2km) |
| 11 | Add cost for Signboard and Photography |
| 12 | (2)Installation of solar based Jal Minar in hand pump in front of Mangal Murmu( Manjhi) house in Kashitand village under Lukaiya panchayat.Provision & Installation ofSolar Powered submersible Auto run & Stop DC Pump Motor (900 Wp)of stainless steel suitable for minimum 125mmx115mm bore well operating head 60.00m discharge rate minimum 2000 LPH with lowering up to 57.00m suitable dia HDPE pipe &2.5sq mm x3core flat submersible cable of IS694:1190 including monol /Poly Crystalline PVC array (900WP) mounted on steel structure for storage water tank (5.00mhigh)in a suitable direction to optimize panel uses and withstand the wind pressure up to 200 Km/hour &making suitable arrangements to operated Hand pump manually in the same bore when there is no solar power including 5 years warranty against defects in materials and workmanship with locking arrangement of switch board . the system should be ECO-friendly. |
| 13 | Carrying out recuparation/ Yeild test for ascertaining the discharge of constructed well/ excavetad profile as directed by the EIC. The test carried out by thedrawing down water from the well/ profile below normal/subsoil water level upto full depth rise is recorded the normal water level/ sub soil water level in the well/ profile as well as strainer/ level at pump as per design of W.S. Scheme shall be recorded prior to the test including cost of all materials, Over Load, Labours etc complete as directed |
| 14 | Polythene water storage tank of mark with cover and sitable locking system in double layer confirming to IS :12701-1996 WITH LATEST REVISION |
| 15 | 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. |
| 16 | Extra for earthwork in hard soil as per. Specification and direction of E/I (Vide classification of Soil item _B) |
| 17 | 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) |
| 18 | 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). |
| 19 | Providing designation 75B one Brick flat soling as per building specification and direction of E/I |
| 20 | 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 including 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 |
| 21 | Providing R.C.C M-200 in nominal mix of (1:1.5:3) 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 including 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 |
| 22 | Centering and Shutering including strutting propping etc.and remove all Foundation, Footing bases of Column etc for massconcrete |
| 23 | Column, pillers, piers and abutment etc |
| 24 | Lintels, Beams, Plinth Beam and Girders etc |
| 25 | 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) |
| 26 | Providing 12mm thick cement plaster (1:6) as per building specification and direction of E/I |
| 27 | Sand (Lead 1+25 Km.(P)) |
| 28 | Brick (Lead (1+14) Km.(P)) |
| 29 | Stone Chips (Lead 30 Km.(P)) |
| 30 | Cement + rod (Lead 15 Km.(P)) |
| 31 | Providing structural steel galvanised tubular hollow section work in trusses, other similar trussed purlins and members with all bracing ,gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge,including cutting fabricating ,hoisting , erecting and fixing in position , making riveted/bolted /welded connections and one coat of anticorrosive paint and over it two coat of all oil painting & For Structure(PLUS) Providing and applying materials &labour for hot dip galvanizing of above structure including transportation for galvanizing minimum thickness 80microns (Net wt. of omponents to be Galv) preferably TATA structural section etc complete. |
| 32 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item B) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling ,ramming the foundation trenches,removing roots of trees, shurbs all complete as per approved design,building specification and direction of E/I. |
| 33 | Providing,coarse clean sand in filling in foundation trenches/in plinth including ramming & watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour, royalty,& taxes all complete as per building specification & direction of E/I.(mode of measurement compacted volume) |
| 34 | Providing designation 75 B 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. |
| 35 | Providing designation 75 B Brick work in CM(1:6) In foundation and plinth do-do-E/I |
| 36 | Providing P.C.C.M20 with nominal mix of (1:1.5:3) in foundation with approved quality of stone metal grade-III (50 mm to25mm size)clean coarse sand of F.M. 2.5 to 3including screening,shuttering,mixing cement concrete in mixer and placing in sition,vibrating,striking,curing taxes and royalty all complete. as per building specification and direction of E/I. |
| 37 | Providing 12 mm thick cement plaster(1:4) with clean coarse sand of FM1.5including screening,curing,with all leads and lifts of water,scaffolding,taxes and royalty all complete as per specification and direction of E/I. |
| 38 | Providing 1.5 mm thick cement punning including screening, curing,with all leads and lifts of water, scaffolding, royalty all complete as per pecification and direction of E/I. |
| 39 | Supplying, fitting and fixing following pipes, fittings, bib cocks confirming relevant IS specifications including cost of all materials, labours etc all complete job as perstandard specifications and direction of E/I.(i))50 mm dia GI Pipe (Medium) (Wall) |
| 40 | (ii) 15 mm dia GI elbow |
| 41 | (iii) 15 mm dia GI nipple |
| 42 | (iv)15 mm dia GI socket |
| 43 | (vi) 15 mm dia brass bib cock(weight not less than 300gms) |
| 44 | Supplying tools and making connection of new GI distribution branch 15 mm to 50 mm dia with existing GI main by providing and fixing GI Tee including cutting of pipe at two places, threading their ends, providing long screw and a GI nipple all complete as per specification and direction of E/I.(a) 15 mm dia branch line for stand post from 32 mm dia existing distribution line |
| 45 | Sand (Lead 1+25 Km.(P)) |
| 46 | Brick (Lead 1+14 Km.(P)) |
| 47 | Stone Chips (Lead 30 Km.(P)) |
| 48 | Cement + rod (Lead 15 Km.(P)) |
| 49 | Add cost for Signboard and Photography |
| 50 | (3) Installation of solar based Jal Minar in hand pump of village Manjhlitand's Anganbadi Provision & Installation ofSolar Powered submersible Auto run & Stop DC Pump Motor (900 Wp)of stainless steel suitable for minimum 125mmx115mm bore well operating head 60.00m discharge rate minimum 2000 LPH with lowering up to 57.00m suitable dia HDPE pipe &2.5sq mm x3core flat submersible cable of IS694:1190 including monol /Poly Crystalline PVC array (900WP) mounted on steel structure for storage water tank (5.00mhigh)in a suitable direction to optimize panel uses and withstand the wind pressure up to 200 Km/hour &making suitable arrangements to operated Hand pump manually in the same bore when there is no solar power including 5 years warranty against defects in materials and workmanship with locking arrangement of switch board . the system should be ECO-friendly. |
| 51 | Carrying out recuparation/ Yeild test for ascertaining the discharge of constructed well/ excavetad profile as directed by the EIC. The test carried out by thedrawing down water from the well/ profile below normal/subsoil water level upto full depth rise is recorded the normal water level/ sub soil water level in the well/ profile as well as strainer/ level at pump as per design of W.S. Scheme shall be recorded prior to the test including cost of all materials, Over Load, Labours etc complete as directed |
| 52 | Polythene water storage tank of mark with cover and sitable locking system in double layer confirming to IS :12701-1996 WITH LATEST REVISION |
| 53 | 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. |
| 54 | Extra for earthwork in hard soil as per. Specification and direction of E/I (Vide classification of Soil item _B) |
| 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 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) |
| 56 | 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). |
| 57 | Providing designation 75B one Brick flat soling as per building specification and direction of E/I |
| 58 | 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 including 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 |
| 59 | Providing R.C.C M-200 in nominal mix of (1:1.5:3) 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 including 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 |
| 60 | Centering and Shutering including strutting propping etc.and remove all Foundation, Footing bases of Column etc for massconcrete |
| 61 | Column, pillers, piers and abutment etc |
| 62 | Lintels, Beams, Plinth Beam and Girders etc |
| 63 | 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) |
| 64 | Providing 12mm thick cement plaster (1:6) as per building specification and direction of E/I |
| 65 | Sand (Lead 1+25 Km.(P)) |
| 66 | Brick (Lead (1+14) Km.(P)) |
| 67 | Stone Chips (Lead 30 Km.(P)) |
| 68 | Cement + rod (Lead 15 Km.(P)) |
| 69 | Providing structural steel galvanised tubular hollow section work in trusses, other similar trussed purlins and members with all bracing ,gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge,including cutting fabricating ,hoisting , erecting and fixing in position , making riveted/bolted /welded connections and one coat of anticorrosive paint and over it two coat of all oil painting & For Structure(PLUS) Providing and applying materials &labour for hot dip galvanizing of above structure including transportation for galvanizing minimum thickness 80microns (Net wt. of omponents to be Galv) preferably TATA structural section etc complete. |
| 70 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item B) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling ,ramming the foundation trenches,removing roots of trees, shurbs all complete as per approved design,building specification and direction of E/I. |
| 71 | Providing,coarse clean sand in filling in foundation trenches/in plinth including ramming & watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour, royalty,& taxes all complete as per building specification & direction of E/I.(mode of measurement compacted volume) |
| 72 | Providing designation 75 B 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. |
| 73 | Providing designation 75 B Brick work in CM(1:6) In foundation and plinth do-do-E/I |
| 74 | Providing P.C.C.M20 with nominal mix of (1:1.5:3) in foundation with approved quality of stone metal grade-III (50 mm to25mm size)clean coarse sand of F.M. 2.5 to 3including screening,shuttering,mixing cement concrete in mixer and placing in sition,vibrating,striking,curing taxes and royalty all complete. as per building specification and direction of E/I. |
| 75 | Providing 12 mm thick cement plaster(1:4) with clean coarse sand of FM1.5including screening,curing,with all leads and lifts of water,scaffolding,taxes and royalty all complete as per specification and direction of E/I. |
| 76 | Providing 1.5 mm thick cement punning including screening, curing,with all leads and lifts of water, scaffolding, royalty all complete as per pecification and direction of E/I. |
| 77 | Supplying, fitting and fixing following pipes, fittings, bib cocks confirming relevant IS specifications including cost of all materials, labours etc all complete job as perstandard specifications and direction of E/I.(i))50 mm dia GI Pipe (Medium) (Wall) |
| 78 | (ii) 15 mm dia GI elbow |
| 79 | (iii) 15 mm dia GI nipple |
| 80 | (iv)15 mm dia GI socket |
| 81 | (vi) 15 mm dia brass bib cock(weight not less than 300gms) |
| 82 | Supplying tools and making connection of new GI distribution branch 15 mm to 50 mm dia with existing GI main by providing and fixing GI Tee including cutting of pipe at two places, threading their ends, providing long screw and a GI nipple all complete as per specification and direction of E/I.(a) 15 mm dia branch line for stand post from 32 mm dia existing distribution line |
| 83 | Sand (Lead 1+25 Km.(P)) |
| 84 | Brick (Lead 1+14 Km.(P)) |
| 85 | Stone Chips (Lead 30 Km.(P)) |
| 86 | Cement + rod (Lead 15 Km.(P)) |
| 87 | Add cost for Signboard and Photography |
| 88 | (4) Construction of 80 feet Sidhi ghat in village Kadaiya under Kadaiya panchayat. Labour for side clearance and lay-out |
| 89 | Earth Work in Excavation in Foundation Trenches in all kinds of soil with all complete Job as per direction of E/I |
| 90 | Providing cleen course Sand filling in foundation trenches and plinth -do- do- all complete Job as per specification and direction of E/I (5.1.10) B.C.D. |
| 91 | Providing 75B one Brick flat soling joints filled with local sand -do- do- all complete Job as per specification and direction of E/I (5.6.3) B.C.D. |
| 92 | Providing P.C.C. M - 100 with nominal mix of (1:3:6) in foundation trenches -do- do- all Complete Job as per direction of E/I (5.3.1.4) |
| 93 | Providing P.C.C. M-150 with nominal mix of (1:2:4) in foundation 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, placing in position vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all comple as per building specificationand direction of E/I. |
| 94 | Providing designation 75B 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. |
| 95 | Earth filling in foundaion trenches and plinth in layers not exceding 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 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume)(5.1.7) |
| 96 | Providing 12 mm thick cement plaster (1:4) with approved quality of sand -do- do- all Complete Job as per building specification and direction of E/I (5.7.2) |
| 97 | Carriage of Materials :(i) Cement Av. Lead 7km |
| 98 | (ii)Sand Av. Lead 12 KmP |
| 99 | (iii)Stone Chips Av. Lead 10 KmP |
| 100 | (iv)Bricks Av. Lead 5 KmP |
| 101 | Add cost for Signboard and Photography |
| 102 | Goods & Service Tax (G.S.T. 18%) |
| 103 | 1% Labour Cess Please Enable Macros to View BoQ information |
