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| # | Company | Amount |
|---|---|---|
| 1 | ₹22.1 L |
Tender Value
₹34.9 L
EMD Value
₹69,800
Closing Date
7 May 2026, 3:00 pmClosed
Executive Engineer, BUILDING DIVISION SAMASTIPUR
EE
EE, BUILDING DIVISION SAMASTIPUR, BCD SAMASTIPUR, BIHAR
Superintending Engineer, BUILDING CIRCLE DARBHANGA
SE
Renovation work of Excise Police Station Building Shahpur Patori,District-Samastipur
129224
44/BCD/SAMASTIPUR/2025-26
Open Tender
CIVIL
Samastipur
• AS PER NIT
CIVIL
PERCENTAGE
L1
1
5 documents required · 5 mandatory
₹5,000
Processing Fee: 590
₹69,800
AT OFFICE OF SE DARBHANGA, BCD
24 Jul 2026
16 Apr 2026
7 May 2026
16 Apr 2026
7 May 2026
16 Apr 2026
20 Apr 2026
Name of Work :- Renovation work of Excise Police Station Building Shahpur Patori,District-Samastipur
S.No. SOR Items of Works No L (Ft) B (Ft) H/D (Ft) Cf Qty Unit Rate Amount
1 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.
Front Stair 1 17.50 11.00 0.25 1 48.125 Cft
Total 944.18 Cft
2 11.72 Providing designation 100 A 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/l,
Staff Room 1 1 19.42 15.00 1 291.30 Sft
Store Room 1 9.83 15.00 1 147.45 Sft
Stair Room 1 9.00 15.00 1 135.00 Sft
Office Room 1 22.00 16.00 1 352.00 Sft
Staff Room 2 1 14.33 16.00 1 229.28 Sft
Male Hajat 1 9.00 15.00 1 135.00 Sft
Male Hajat veramdah 1 9.00 15.00 1 135.00 Sft
Female Hajat 1 9.50 15.00 1 142.50 Sft
Staff Room 3 1 19.25 15.00 1 288.75 Sft
Courtyard 1 44.25 29.66 1 1312.46 Sft
Front Stair 1 17.50 11.00 1 192.50 Sft
Total 4669.96 Sft
3 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size).
Store Room 1 9.83 15.00 0.25 1 36.86 Cft
Stair Room 1 9.00 15.00 0.25 1 33.75 Cft
Office Room 1 22.00 16.00 0.25 1 88.00 Cft
Male Hajat 1 9.00 15.00 0.25 1 33.75 Cft
Male Hajat veramdah 1 9.00 15.00 0.25 1 33.75 Cft
Female Hajat 1 9.50 15.00 0.25 1 35.63 Cft
Front Stair 1 17.50 11.00 0.25 1 48.13 Cft
Total 1167.49 Cft
4 6.1.14A Brick work with bricks of class designation 100A in foundations and plinth in :Cement mortar 1:6 (1 cement: 6 coarse sand )
Front Stair 1 17.50 66.00 0.50 1 577.50 Cft
Parapet Wall 1 235.66 0.83 3.00 1 586.79 Cft
Total 1683.46 Cft
5 6.3A Extra for Brick work in superstructure above plinth level upto floor V cum
Parapet Wall 1 235.66 0.83 3.00 1 586.79 Cft
Total 882.27 Cft
6 5.33.1.1 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All work above Plinth level upto floor V Level. Concrete of M-25 grade with minimum cement content of 330 kg/cum
Front Veramdah 1 18.50 18.50 0.44 1 150.59 Cft
Front Veramdah 1 7.75 9.33 0.44 1 31.82 Cft
Mumty Lintel 1 51.33 0.83 0.50 1 21.30 Cft
Parapet Band 1 496.50 0.83 0.25 1 103.02 Cft
Mumty Column 2 0.83 0.83 9.00 1 12.40 Cft
Mumty Column 2 0.83 0.83 13.00 1 17.91 Cft
Parapet Column 20 0.83 0.83 3.50 1 48.22 Cft
Parapet Column 6 1.25 0.83 3.50 1.00 21.79 Cft
Total 512.18 Cft
7 11.26.1 Kota stone slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete.Base with 1:1:1 (1lime:1surkhi:1coarsesand) /1:4(1cement:4coarsesand) 20 to 25 mm thick -
Courtyard 1 44.25 29.66 1 1312.46 Sft
Total 2134.95 Sft
8 11.27 Kota stone slabs 20 mm thick in risers of steps skirting .Dado & pillars laid on 12mm (average(thick cement mortar 1:3 (1cemen t:3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete.Details of cost for 10 sqm
Passage 2 137.08 0.33 1 90.47 Sft
Courtyard 1 249.50 0.33 1 82.34 Sft
Stair Rise 22 4.25 0.50 1 46.75 Sft
Stair Tread 21 4.25 0.83 1 74.08 Sft
Stair Landing 1 9.00 4.75 1 42.75 Sft
Front Stair Rise 12 17.50 0.50 1 105.00 Sft
Front Stair Tread 11 17.50 1.00 1 192.50 Sft
Total 633.89 Sft
9 11.41.2 Providing and laying vitrifed floor tiles in different sizes {thickness to be specified by the manufactruer) with water absorption's less than 0.08 % and conforming to IS : 15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand ) including grouting the joint with white cement and matching pigments etc., complete. Size of Tile 60x60 cm
Staff Room 1 1 19.42 15.00 1 291.30 Sft
Store Room 1 9.83 15.00 1 147.45 Sft
Stair Room 1 9.00 15.00 1 135.00 Sft
Office Room 1 22.00 16.00 1 352.00 Sft
Staff Room 2 1 14.33 16.00 1 229.28 Sft
Male Hajat 1 9.00 15.00 1 135.00 Sft
Male Hajat veramdah 1 9.00 15.00 1 135.00 Sft
Female Hajat 1 9.50 15.00 1 142.50 Sft
Staff Room 3 1 19.25 15.00 1 288.75 Sft
Total 1856.28 Sft
10 11.46.2 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.
Staff Room 1 1 65.33 0.33 1 21.56 Sft
Store Room 1 46.17 0.33 1 15.24 Sft
Stair Room 1 39.00 0.33 1 12.87 Sft
Office Room 1 69.00 0.33 1 22.77 Sft
Staff Room 2 1 57.17 0.33 1 18.87 Sft
Male Hajat 1 45.00 0.33 1 14.85 Sft
Male Hajat veramdah 1 38.50 0.33 1 12.71 Sft
Female Hajat 1 45.50 0.33 1 15.02 Sft
Staff Room 3 1 65.00 0.33 1 21.45 Sft
Total 155.32 Sft
11 11.37 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such shades except white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cement and matching pigment etc., complete.
Total 152.81 Sft
12 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete.
Total 435.00 Sft
13 13.24.2 6 mm cement plaster to ceiling of mix : 1:4 (1 cement: 4 coarse sand)
Staff Room 1 1 19.42 15.00 1 291.30 Sft
Store Room 1 9.83 15.00 1 147.45 Sft
Stair Room 1 9.00 15.00 1 135.00 Sft
Office Room 1 22.00 16.00 1 352.00 Sft
Staff Room 2 1 14.33 16.00 1 229.28 Sft
Male Hajat 1 9.00 15.00 1 135.00 Sft
Male Hajat veramdah 1 9.00 15.00 1 135.00 Sft
Female Hajat 1 9.50 15.00 1 142.50 Sft
Staff Room 3 1 19.25 15.00 1 288.75 Sft
Front Veramdah 1 15.92 15.83 1 252.01 Sft
Front Veramdah 1 7.50 6.50 1 48.75 Sft
Window Chhajja 10 3.50 1.50 1 52.50 Sft
Lintel Lv Chhajja 1 115.00 1.50 1 172.50 Sft
Front Chhajja 1 17.50 1.50 1 26.25 Sft
Roof Chhajja 1 497.00 0.50 1 248.50 Sft
Total 3676.90 Sft
14 13.12.4 15 mm cement plaster on rough side of single or half brick wall of mix.1:6 (1 cement: 6 coarse sand)
Staff Room 1 1 69.00 11.00 1 759.00 Sft
Store Room 1 49.83 11.00 1 548.13 Sft
Stair Room 1 39.00 11.00 1 429.00 Sft
Stair Room Extra wall 2 44.50 8.50 1 756.50 Sft
Office Room 1 76.00 11.00 1 836.00 Sft
Staff Room 2 1 60.66 11.00 1 667.26 Sft
Male Hajat 1 48.17 11.00 1 529.87 Sft
Male Hajat veramdah 1 30.00 11.00 1 330.00 Sft
Female Hajat 1 49.00 11.00 1 539.00 Sft
Staff Room 3 1 68.66 11.00 1 755.26 Sft
Front Veramdah 1 83.5 11.00 1 918.50 Sft
Front Veramdah 1 76.83 11.00 1 845.13 Sft
Courtyard Outer Side 1 105.25 11.00 1 1157.75 Sft
Outer side above plinth
Left Side 1 71.50 11.00 1 786.50 Sft
Right Side 1 71.50 11.00 1 786.50 Sft
Back Side 1 59.42 11.00 1 653.62 Sft
Deduction opening
Outer side upto plinth
Front Sde 1 43.75 6.00 1 262.50 Sft
Left Side 1 71.50 6.00 1 429.00 Sft
Right Side 1 71.50 6.00 1 429.00 Sft
Back Side 1 59.42 6.00 1 356.52 Sft
Front Stair Side 2 11.00 3.50 1 77.00 Sft
Total 20024.87 Sft
15 13.26 Neat cement punning
Outer side upto plinth
Front Sde 1 43.75 6.00 1 262.50 Sft
Left Side 1 71.50 6.00 1 429.00 Sft
Right Side 1 71.50 6.00 1 429.00 Sft
Back Side 1 59.42 6.00 1 356.52 Sft
Front Stair Side 2 11.00 3.50 1 77.00 Sft
Total 1743.02 Sft
16 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete.
5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. 494.00 Kg 94.50 46683.00
5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. 704.00 Kg 92.60 65190.40
5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. 256.00 Kg 90.80 23244.80
5.22.7D Thermo-Mechanically Treated bars TMTC-500-16mm dia. 70.00 Kg 91.70 6419.00
17 13.80A.2 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
Staff Room 1 1 69.00 11.00 1 759.00 Sft
Store Room 1 49.83 11.00 1 548.13 Sft
Stair Room 1 39.00 11.00 1 429.00 Sft
Stair Room 1st Floor 1 44.50 8.50 1 378.25 Sft
Office Room 1 76.00 11.00 1 836.00 Sft
Staff Room 2 1 60.66 11.00 1 667.26 Sft
Male Hajat 1 48.17 11.00 1 529.87 Sft
Male Hajat veramdah 1 30.00 11.00 1 330.00 Sft
Female Hajat 1 49.00 11.00 1 539.00 Sft
Staff Room 3 1 68.66 11.00 1 755.26 Sft
Front Veramdah 1 83.5 11.00 1 918.50 Sft
Front Veramdah 1 76.83 11.00 1 845.13 Sft
Courtyard Outer Side 1 105.25 11.00 1 1157.75 Sft
Deduction opening
Total 12357.48 Sft
18 13.77.2 Distempering with oil bound washa ble distemper of approved brand and manufacture to give an even shade . New work ( two or more coats ) over and including priming coat with cement primer
Staff Room 1 1 69.00 11.00 1 759.00 Sft
Store Room 1 49.83 11.00 1 548.13 Sft
Stair Room 1 39.00 11.00 1 429.00 Sft
Stair Room 1st Floor 1 44.50 8.50 1 378.25 Sft
Office Room 1 76.00 11.00 1 836.00 Sft
Staff Room 2 1 60.66 11.00 1 667.26 Sft
Male Hajat 1 48.17 11.00 1 529.87 Sft
Male Hajat veramdah 1 30.00 11.00 1 330.00 Sft
Female Hajat 1 49.00 11.00 1 539.00 Sft
Staff Room 3 1 68.66 11.00 1 755.26 Sft
Front Veramdah 1 83.5 11.00 1 918.50 Sft
Front Veramdah 1 76.83 11.00 1 845.13 Sft
Courtyard Outer Side 1 105.25 11.00 1 1157.75 Sft
Deduction opening
Total 12357.48 Sft
19 13.78.1 Applying one coat of cement primer of approved brand and manufacture on wall surface: Cement primer.
Outer side above plinth
Left Side 1 71.50 11.00 1 786.50 Sft
Right Side 1 71.50 11.00 1 786.50 Sft
Back Side 1 59.42 11.00 1 653.62 Sft
Stair Room 1st Floor 1 44.50 8.50 1 378.25 Sft
Deduction opening
Total 5924.37 Sft
20 13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade New work (three or more coats) .
Outer side above plinth
Left Side 1 71.50 11.00 1 786.50 Sft
Right Side 1 71.50 11.00 1 786.50 Sft
Back Side 1 59.42 11.00 1 653.62 Sft
Stair Room 1st Floor 1 44.50 8.50 1 378.25 Sft
Deduction opening
Total 5924.37 Sft
21 5.9.6 Centring and shuttering including strutting,propping etc. and removal of form for.Columns,Pillars, Piers, Abutments, Posts and Struts
Mumty Column 2 3.33 9.00 1 59.94 Sft
Mumty Column 2 3.33 13.00 1 86.58 Sft
Parapet Column 20 3.33 3.50 1 233.10 Sft
Parapet Column 6 4.17 3.50 1 87.57 Sft
Total 467.19 Sft
22 5.9.5 Centring and shuttering including strutting,propping etc. and removal of form for.Lintels, beams, plinth bams, griders, bressumers and contilevers
Mumty Lintel 2 51.33 0.50 1 51.33 Sft
Parapet Band 2 496.50 0.25 1 248.25 Sft
Total 349.11 Sft
23 5.9.20 Centring and shuttering including strutting,propping etc. and removal of form for.Suspended floors, roofs, landings, balconies and access platform with water proofply 12 mm thick.
Front Veramdah 1 18.50 18.50 1 342.25 Sft
Front Veramdah 1 7.75 9.33 1 72.31 Sft
Mumty Roof 1 17.66 11.66 1 205.92 Sft
Total 620.47 Sft
24 10.5.1 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings completejncluding applying a priming coat of approved steel primer.Using M.S. angle 40x40x6 mm for diagonal braces
Main Gate 1 6.50 7.00 1 45.50 Sft
Mumty Gate 1 3.50 7.00 1 24.50 Sft
Total 70.00 Sft
25 10.36 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.).
Total 245.00 Sft
26 13.82 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade:Old steel work (one or more coats)
13.82.3 Old steel work (one or more coats)
13.82.4 Old steel work (one or more coats)
Total 574.50 Sft
27 13.82.1 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade:New steel work (two or more coats)
Main Gate 1 6.50 7.00 1 45.50 Sft
Mumty Gate 1 3.50 7.00 1 24.50 Sft
Total 70.00 Sft
28 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand:6 graded stone aggregate 20 mm nominal size)over75mm thick bed of dry brick ballast 40mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth.
29 6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation100-A flat soling in proper grade and slope at the base. the drain duly.plastered in CM.(1:3) with punning over exposed surface all complete as per building specification and direction of E/l,
30 12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.
31 12.79.1 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.
12.79.1 Coupler
32 12.80 Providing and fixing unplasticised -PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar(1:4) 1 cement: 4corsa sand and making good the wall etc complete
33 18.90 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge.
18.9.1 15 mm nominal outer dia Pipes 1 25.00 1 25.00 M 151.40 3785.00
18.9.2 20 mm nominal outer dia Pipes 1 20.00 1 20.00 M 205.30 4106.00
18.9.3 25 mm nominal outer dia Pipes 1 15.00 1 15.00 M 294.70 4420.50
34 17.1.1 Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low fixtures complete, including cutting and making good the walls andlevel white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and floors wherever required :White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
35 17.3.1 W.C. pan with ISI marked white solid plastic seat and lid
36 17.7.1 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require :White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
37 17.23 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively.
38 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :
39 18.5 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.
18.50.1 15 mm nominal bore 5 1 5.00 Each 715.10 3575.50
40 18.52 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
41 17.28 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
24.1 Boring /drilling bore well of required dia for casing / strainer pipe, by suitable method prescribed in IS : 2800 (part I), including collecting samples form different strata, preparing and submitting strata chart / bore log, including hire & running Charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-Charge, upto 90 metre depth below ground level, all type of soil.
24.3 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.
24.4 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.
24.6 Supplying, filling, spreading and leveling gravels of size range 5 mm. to 10 mm. in the recharge pit over the existing layer of boulders in required thickness for all lead & lift etc. work all complete jobs as per the direction of E/I
24.7 Supplying, filling, spreading and leveling coarse sand of size range 1.5 mm. to 2.0 mm. in the recharge pit over the gravel layer for all lead & lift etc. work all complete jobs as per the direction of E/I
Coarse Sand 1 2.00 2.00 Cum 1195.60 2391.20
24.8 Gravel packing in tube well construction in accordance with IS: 4097 including providing gravel fine / medium / coarse, in required grading and size as per actual requirement all complete as per direction of E/I.
Medium Gravel 1 4.24 4.24 Cum 1343.20 5695.17
24.13 Providing and fixing suitable size threated mild steel cap or spot welded plate to the top of bore well housing / Casting pipe, removable as per requirement, all complete for borewell of :
24.12 Development of tube well in accordance with IS : 2800 (part I ) and IS : 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by 'V' notch method or any approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory,i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.
24.14 Providing and fixing M.S. clamp of required dia to the top of casing / housing pipe of tube well as per IS : 2800 (part I ), including necessary bots & nuts of required size complete.
24.15 Providing and fixing Ball plug / Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS : 2800 (Part I)
18.10.5 Providing and fixing 40 mm. dia. nominal bore G I pipes complete with G.I. fittings of approved brand and manufacture etc. all complete jobs.
18.46.5 Providing and fixing 40 mm. dia. nominal bore G.I. union in G.I. pipe line cutting and threading the pipe and making long screws etc. all complete jobs.
Approved Rate Supplying and fittings 2.00 HP Submersible water pump with starter cables etc. all necessary fitting etc. all complete jobs.
Submersible water pump 1 1 1.00 Set 23659.00 23659.00
43 Carrage of Materials
Coarse Sand 80.9 Cum 1805.00 146024.50
Stone Chips 47.69 Cum 2327.73 111009.44
Extra cost of materials
Cement 670.39 Bag 5.50 3687.15
Total Rs. 3370391.474
Total Rs. 3551044.457
Gross Total Rs. 3551044.457
B.C.D,SAMASTIPUR B.C.D,SAMASTIPUR B.C.D,SAMASTIPUR
BILL OF QUANTITY
Name of Work -Renovation work of Excise Police Station Building Shahpur Patori,District-Samastipur
Estimated cost :-35,51,000.00 Sold to :-
Earnest Money :- M/R No :-
Cost of B.O.Q :-35,51,000.00 Date :-
Date of Tender :-
Date of Completion :-
S.No. SOR Items of Works Qty Unit Rate Amount
1 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 26.74 Cum 287.30 7682.40
2 11.72 Providing designation 100 A 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/l, 434.01 Sqm 283.30 122955.03
3 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size). 33.06 Cum 3998.10 132177.19
4 6.1.14A Brick work with bricks of class designation 100A in foundations and plinth in :Cement mortar 1:6 (1 cement: 6 coarse sand ) 47.67 Cum 4819.90 229764.63
5 6.3A Extra for Brick work in superstructure above plinth level upto floor V cum 24.98 Cum 842.20 21038.16
6 5.33.1.1 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All work above Plinth level upto floor V Level. Concrete of M-25 grade with minimum cement content of 330 kg/cum 14.50 Cum 5863.20 85016.40
7 11.26.1 Kota stone slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete.Base with 1:1:1 (1lime:1surkhi:1coarsesand) /1:4(1cement:4coarsesand) 20 to 25 mm thick - 198.34 Sqm 1252.70 248460.52
8 11.27 Kota stone slabs 20 mm thick in risers of steps skirting .Dado & pillars laid on 12mm (average(thick cement mortar 1:3 (1cemen t:3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete.Details of cost for 10 sqm 58.89 Sqm 1334.90 78612.26
9 11.41.2 Providing and laying vitrifed floor tiles in different sizes {thickness to be specified by the manufactruer) with water absorption's less than 0.08 % and conforming to IS : 15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand ) including grouting the joint with white cement and matching pigments etc., complete. Size of Tile 60x60 cm 172.45 Sqm 1638.80 282611.06
10 11.46.2 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete. 14.43 Sqm 1191.80 17197.67
11 11.37 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such shades except white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cement and matching pigment etc., complete. 14.20 Sqm 686.80 9752.56
12 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete. 40.41 Sqm 795.00 32125.95
13 13.24.2 6 mm cement plaster to ceiling of mix : 1:4 (1 cement: 4 coarse sand) 341.60 Sqm 125.60 42904.96
14 14.12.4 15 mm cement plaster on rough side of single or half brick wall of mix.1:6 (1 cement: 6 coarse sand) 1860.37 Sqm 162.80 302868.24
15 13.26 Neat cement punning 161.93 Sqm 40.50 6558.17
16 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete.
5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. 494.00 Kg 94.50 46683.00
5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. 704.00 Kg 92.60 65190.40
5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. 256.00 Kg 90.80 23244.80
5.22.7D Thermo-Mechanically Treated bars TMTC-500-16mm dia. 70.00 Kg 91.70 6419.00
17 13.80A.2 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 1148.05 Sqm 105.40 121004.47
18 13.77.2 Distempering with oil bound washa ble distemper of approved brand and manufacture to give an even shade . New work ( two or more coats ) over and including priming coat with cement primer 1148.05 Sqm 102.30 117445.52
19 13.78.1 Applying one coat of cement primer of approved brand and manufacture on wall surface: Cement primer. 550.39 Sqm 38.60 21245.05
20 13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade New work (three or more coats) . 550.39 Sqm 81.20 44691.67
21 5.9.6 Centring and shuttering including strutting,propping etc. and removal of form for.Columns,Pillars, Piers, Abutments, Posts and Struts 43.40 Sqm 494.40 21456.96
22 5.9.5 Centring and shuttering including strutting,propping etc. and removal of form for.Lintels, beams, plinth bams, griders, bressumers and contilevers 32.43 Sqm 404.70 13124.42
23 5.9.20 Centring and shuttering including strutting,propping etc. and removal of form for.Suspended floors, roofs, landings, balconies and access platform with water proofply 12 mm thick. 57.64 Sqm 544.60 31390.74
24 10.5.1 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings completejncluding applying a priming coat of approved steel primer.Using M.S. angle 40x40x6 mm for diagonal braces 6.50 Sqm 3653.00 23744.50
25 10.36 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.). 872.00 Kg 546.80 476917.00
26 13.82 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade:Old steel work (one or more coats) 53.37 Sqm 54.10 2887.32
27 13.82.1 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade:New steel work (two or more coats) 6.50 Sqm 83.50 542.75
28 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand:6 graded stone aggregate 20 mm nominal size)over75mm thick bed of dry brick ballast 40mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. 38.19 Sqm 436.60 16673.75
29 6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation100-A flat soling in proper grade and slope at the base. the drain duly.plastered in CM.(1:3) with punning over exposed surface all complete as per building specification and direction of E/l, 75.03 M 1087.90 81625.14
30 12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.
31 12.79.1 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.
12.79.1 Coupler
32 12.80 Providing and fixing unplasticised -PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar(1:4) 1 cement: 4corsa sand and making good the wall etc complete
33 18.90 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge.
18.9.1 15 mm nominal outer dia Pipes 25.00 M 151.40 3785.00
18.9.2 20 mm nominal outer dia Pipes 20.00 M 205.30 4106.00
18.9.3 25 mm nominal outer dia Pipes 15.00 M 294.70 4420.50
34 17.1.1 Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low fixtures complete, including cutting and making good the walls andlevel white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and floors wherever required :White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests 2.00 Each 4470.90 8941.80
35 17.3.1 W.C. pan with ISI marked white solid plastic seat and lid 2.00 Each 5504.30 11008.60
36 17.7.1 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require :White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps 2.00 Each 2764.40 5528.80
37 17.23 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. 2.00 Each 1094.90 2189.80
38 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 10.00 Each 434.20 4342.00
39 18.50 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.
18.50.1 15 mm nominal bore 5.00 Each 715.10 3575.50
40 18.52 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
18.52.1 15 mm nominal bore 15.00 Each 594.80 8922.00
41 17.28 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
2B107:B1254.1 Boring /drilling bore well of required dia for casing / strainer pipe, by suitable method prescribed in IS : 2800 (part I), including collecting samples form different strata, preparing and submitting strata chart / bore log, including hire & running Charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-Charge, upto 90 metre depth below ground level, all type of soil.
24.3 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.
24.3.2 150mm nominal size dia 80 M 660.10 52808.00
24.4 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.
24.6 Supplying, filling, spreading and leveling gravels of size range 5 mm. to 10 mm. in the recharge pit over the existing layer of boulders in required thickness for all lead & lift etc. work all complete jobs as per the direction of E/I 4 Cum 1195.60 4782.40
24.7 Supplying, filling, spreading and leveling coarse sand of size range 1.5 mm. to 2.0 mm. in the recharge pit over the gravel layer for all lead & lift etc. work all complete jobs as per the direction of E/I 2 Cum 1195.60 2391.20
24.8 Gravel packing in tube well construction in accordance with IS: 4097 including providing gravel fine / medium / coarse, in required grading and size as per actual requirement all complete as per direction of E/I. 4.24 Cum 1343.20 5695.17
24.13 Providing and fixing suitable size threated mild steel cap or spot welded plate to the top of bore well housing / Casting pipe, removable as per requirement, all complete for borewell of :
24.12 Development of tube well in accordance with IS : 2800 (part I ) and IS : 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by 'V' notch method or any approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory,i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 8 hour 916.80 7334.40
24.14 Providing and fixing M.S. clamp of required dia to the top of casing / housing pipe of tube well as per IS : 2800 (part I ), including necessary bots & nuts of required size complete.
24.15 Providing and fixing Ball plug / Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS : 2800 (Part I)
18.10.5 Providing and fixing 40 mm. dia. nominal bore G I pipes complete with G.I. fittings of approved brand and manufacture etc. all complete jobs. 25 M 589.20 14730.00
18.46.5 Providing and fixing 40 mm. dia. nominal bore G.I. union in G.I. pipe line cutting and threading the pipe and making long screws etc. all complete jobs. 3 Each 419.70 1259.10
Approved Rate Supplying and fittings 2.00 HP Submersible water pump with starter cables etc. all necessary fitting etc. all complete jobs. 1 Set 23659.00 23659.00
43 Carrage of Materials
Coarse Sand 80.9 Cum 1805.00 146024.50
Stone Chips 47.69 Cum 2327.73 111009.44
Extra cost of materials
Cement 670.39 Bag 5.50 3687.15
Total Rs. 3307723.22
G.Total Rs. 3485017.00
Executive Engineer
Building Division Samastipur
Name of Work :- Renovation work of Excise Police Station Building Shahpur Patori,District-Samastipur
S.No. SOR Items of Works No L (Ft) B (Ft) H/D (Ft) Cf Qty Unit Rate Amount
1 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.
Front Stair 1 17.50 11.00 0.25 1 48.125 Cft
Total 944.18 Cft
2 11.72 Providing designation 100 A 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/l,
Staff Room 1 1 19.42 15.00 1 291.30 Sft
Store Room 1 9.83 15.00 1 147.45 Sft
Stair Room 1 9.00 15.00 1 135.00 Sft
Office Room 1 22.00 16.00 1 352.00 Sft
Staff Room 2 1 14.33 16.00 1 229.28 Sft
Male Hajat 1 9.00 15.00 1 135.00 Sft
Male Hajat veramdah 1 9.00 15.00 1 135.00 Sft
Female Hajat 1 9.50 15.00 1 142.50 Sft
Staff Room 3 1 19.25 15.00 1 288.75 Sft
Courtyard 1 44.25 29.66 1 1312.46 Sft
Front Stair 1 17.50 11.00 1 192.50 Sft
Total 4669.96 Sft
3 4.1.3 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level 1:2:4(1 Cement: 2 coarse sand:4 graded stone aggregate 20 mm nominal size).
Store Room 1 9.83 15.00 0.25 1 36.86 Cft
Stair Room 1 9.00 15.00 0.25 1 33.75 Cft
Office Room 1 22.00 16.00 0.25 1 88.00 Cft
Male Hajat 1 9.00 15.00 0.25 1 33.75 Cft
Male Hajat veramdah 1 9.00 15.00 0.25 1 33.75 Cft
Female Hajat 1 9.50 15.00 0.25 1 35.63 Cft
Front Stair 1 17.50 11.00 0.25 1 48.13 Cft
Total 1167.49 Cft
4 6.1.14A Brick work with bricks of class designation 100A in foundations and plinth in :Cement mortar 1:6 (1 cement: 6 coarse sand )
Front Stair 1 17.50 66.00 0.50 1 577.50 Cft
Parapet Wall 1 235.66 0.83 3.00 1 586.79 Cft
Total 1683.46 Cft
5 6.3A Extra for Brick work in superstructure above plinth level upto floor V cum
Parapet Wall 1 235.66 0.83 3.00 1 586.79 Cft
Total 882.27 Cft
6 5.33.1.1 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate /retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All work above Plinth level upto floor V Level. Concrete of M-25 grade with minimum cement content of 330 kg/cum
Front Veramdah 1 18.50 18.50 0.44 1 150.59 Cft
Front Veramdah 1 7.75 9.33 0.44 1 31.82 Cft
Mumty Lintel 1 51.33 0.83 0.50 1 21.30 Cft
Parapet Band 1 496.50 0.83 0.25 1 103.02 Cft
Mumty Column 2 0.83 0.83 9.00 1 12.40 Cft
Mumty Column 2 0.83 0.83 13.00 1 17.91 Cft
Parapet Column 20 0.83 0.83 3.50 1 48.22 Cft
Parapet Column 6 1.25 0.83 3.50 1.00 21.79 Cft
Total 512.18 Cft
7 11.26.1 Kota stone slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete.Base with 1:1:1 (1lime:1surkhi:1coarsesand) /1:4(1cement:4coarsesand) 20 to 25 mm thick -
Courtyard 1 44.25 29.66 1 1312.46 Sft
Total 2134.95 Sft
8 11.27 Kota stone slabs 20 mm thick in risers of steps skirting .Dado & pillars laid on 12mm (average(thick cement mortar 1:3 (1cemen t:3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete.Details of cost for 10 sqm
Passage 2 137.08 0.33 1 90.47 Sft
Courtyard 1 249.50 0.33 1 82.34 Sft
Stair Rise 22 4.25 0.50 1 46.75 Sft
Stair Tread 21 4.25 0.83 1 74.08 Sft
Stair Landing 1 9.00 4.75 1 42.75 Sft
Front Stair Rise 12 17.50 0.50 1 105.00 Sft
Front Stair Tread 11 17.50 1.00 1 192.50 Sft
Total 633.89 Sft
9 11.41.2 Providing and laying vitrifed floor tiles in different sizes {thickness to be specified by the manufactruer) with water absorption's less than 0.08 % and conforming to IS : 15622 of approved make in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand ) including grouting the joint with white cement and matching pigments etc., complete. Size of Tile 60x60 cm
Staff Room 1 1 19.42 15.00 1 291.30 Sft
Store Room 1 9.83 15.00 1 147.45 Sft
Stair Room 1 9.00 15.00 1 135.00 Sft
Office Room 1 22.00 16.00 1 352.00 Sft
Staff Room 2 1 14.33 16.00 1 229.28 Sft
Male Hajat 1 9.00 15.00 1 135.00 Sft
Male Hajat veramdah 1 9.00 15.00 1 135.00 Sft
Female Hajat 1 9.50 15.00 1 142.50 Sft
Staff Room 3 1 19.25 15.00 1 288.75 Sft
Total 1856.28 Sft
10 11.46.2 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.
Staff Room 1 1 65.33 0.33 1 21.56 Sft
Store Room 1 46.17 0.33 1 15.24 Sft
Stair Room 1 39.00 0.33 1 12.87 Sft
Office Room 1 69.00 0.33 1 22.77 Sft
Staff Room 2 1 57.17 0.33 1 18.87 Sft
Male Hajat 1 45.00 0.33 1 14.85 Sft
Male Hajat veramdah 1 38.50 0.33 1 12.71 Sft
Female Hajat 1 45.50 0.33 1 15.02 Sft
Staff Room 3 1 65.00 0.33 1 21.45 Sft
Total 155.32 Sft
11 11.37 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such shades except white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cement and matching pigment etc., complete.
Total 152.81 Sft
12 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (Thickness to be specified by the manufacture) of approved make in all colours, shades except burgundy , bottle green , black of any size as approved by Engineer-in-charge in skirting , risers of steps and dados over 12 mm thick bed of cement Motar 1:3(1 cement: 3 coarse sand ) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with pigment of matching shade complete.
Total 435.00 Sft
13 13.24.2 6 mm cement plaster to ceiling of mix : 1:4 (1 cement: 4 coarse sand)
Staff Room 1 1 19.42 15.00 1 291.30 Sft
Store Room 1 9.83 15.00 1 147.45 Sft
Stair Room 1 9.00 15.00 1 135.00 Sft
Office Room 1 22.00 16.00 1 352.00 Sft
Staff Room 2 1 14.33 16.00 1 229.28 Sft
Male Hajat 1 9.00 15.00 1 135.00 Sft
Male Hajat veramdah 1 9.00 15.00 1 135.00 Sft
Female Hajat 1 9.50 15.00 1 142.50 Sft
Staff Room 3 1 19.25 15.00 1 288.75 Sft
Front Veramdah 1 15.92 15.83 1 252.01 Sft
Front Veramdah 1 7.50 6.50 1 48.75 Sft
Window Chhajja 10 3.50 1.50 1 52.50 Sft
Lintel Lv Chhajja 1 115.00 1.50 1 172.50 Sft
Front Chhajja 1 17.50 1.50 1 26.25 Sft
Roof Chhajja 1 497.00 0.50 1 248.50 Sft
Total 3676.90 Sft
14 13.12.4 15 mm cement plaster on rough side of single or half brick wall of mix.1:6 (1 cement: 6 coarse sand)
Staff Room 1 1 69.00 11.00 1 759.00 Sft
Store Room 1 49.83 11.00 1 548.13 Sft
Stair Room 1 39.00 11.00 1 429.00 Sft
Stair Room Extra wall 2 44.50 8.50 1 756.50 Sft
Office Room 1 76.00 11.00 1 836.00 Sft
Staff Room 2 1 60.66 11.00 1 667.26 Sft
Male Hajat 1 48.17 11.00 1 529.87 Sft
Male Hajat veramdah 1 30.00 11.00 1 330.00 Sft
Female Hajat 1 49.00 11.00 1 539.00 Sft
Staff Room 3 1 68.66 11.00 1 755.26 Sft
Front Veramdah 1 83.5 11.00 1 918.50 Sft
Front Veramdah 1 76.83 11.00 1 845.13 Sft
Courtyard Outer Side 1 105.25 11.00 1 1157.75 Sft
Outer side above plinth
Left Side 1 71.50 11.00 1 786.50 Sft
Right Side 1 71.50 11.00 1 786.50 Sft
Back Side 1 59.42 11.00 1 653.62 Sft
Deduction opening
Outer side upto plinth
Front Sde 1 43.75 6.00 1 262.50 Sft
Left Side 1 71.50 6.00 1 429.00 Sft
Right Side 1 71.50 6.00 1 429.00 Sft
Back Side 1 59.42 6.00 1 356.52 Sft
Front Stair Side 2 11.00 3.50 1 77.00 Sft
Total 20024.87 Sft
15 13.26 Neat cement punning
Outer side upto plinth
Front Sde 1 43.75 6.00 1 262.50 Sft
Left Side 1 71.50 6.00 1 429.00 Sft
Right Side 1 71.50 6.00 1 429.00 Sft
Back Side 1 59.42 6.00 1 356.52 Sft
Front Stair Side 2 11.00 3.50 1 77.00 Sft
Total 1743.02 Sft
16 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete.
5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. 494.00 Kg 94.50 46683.00
5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. 704.00 Kg 92.60 65190.40
5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. 326.00 Kg 90.80 29600.80
5.22.7D Thermo-Mechanically Treated bars TMTC-500-16mm dia. 70.00 Kg 91.70 6419.00
17 13.80A.2 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
Staff Room 1 1 69.00 11.00 1 759.00 Sft
Store Room 1 49.83 11.00 1 548.13 Sft
Stair Room 1 39.00 11.00 1 429.00 Sft
Stair Room 1st Floor 1 44.50 8.50 1 378.25 Sft
Office Room 1 76.00 11.00 1 836.00 Sft
Staff Room 2 1 60.66 11.00 1 667.26 Sft
Male Hajat 1 48.17 11.00 1 529.87 Sft
Male Hajat veramdah 1 30.00 11.00 1 330.00 Sft
Female Hajat 1 49.00 11.00 1 539.00 Sft
Staff Room 3 1 68.66 11.00 1 755.26 Sft
Front Veramdah 1 83.5 11.00 1 918.50 Sft
Front Veramdah 1 76.83 11.00 1 845.13 Sft
Courtyard Outer Side 1 105.25 11.00 1 1157.75 Sft
Deduction opening
Total 12357.48 Sft
18 13.77.2 Distempering with oil bound washa ble distemper of approved brand and manufacture to give an even shade . New work ( two or more coats ) over and including priming coat with cement primer
Staff Room 1 1 69.00 11.00 1 759.00 Sft
Store Room 1 49.83 11.00 1 548.13 Sft
Stair Room 1 39.00 11.00 1 429.00 Sft
Stair Room 1st Floor 1 44.50 8.50 1 378.25 Sft
Office Room 1 76.00 11.00 1 836.00 Sft
Staff Room 2 1 60.66 11.00 1 667.26 Sft
Male Hajat 1 48.17 11.00 1 529.87 Sft
Male Hajat veramdah 1 30.00 11.00 1 330.00 Sft
Female Hajat 1 49.00 11.00 1 539.00 Sft
Staff Room 3 1 68.66 11.00 1 755.26 Sft
Front Veramdah 1 83.5 11.00 1 918.50 Sft
Front Veramdah 1 76.83 11.00 1 845.13 Sft
Courtyard Outer Side 1 105.25 11.00 1 1157.75 Sft
Deduction opening
Total 12357.48 Sft
19 13.78.1 Applying one coat of cement primer of approved brand and manufacture on wall surface: Cement primer.
Outer side above plinth
Left Side 1 71.50 11.00 1 786.50 Sft
Right Side 1 71.50 11.00 1 786.50 Sft
Back Side 1 59.42 11.00 1 653.62 Sft
Stair Room 1st Floor 1 44.50 8.50 1 378.25 Sft
Deduction opening
Total 5924.37 Sft
20 13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade New work (three or more coats) .
Outer side above plinth
Left Side 1 71.50 11.00 1 786.50 Sft
Right Side 1 71.50 11.00 1 786.50 Sft
Back Side 1 59.42 11.00 1 653.62 Sft
Stair Room 1st Floor 1 44.50 8.50 1 378.25 Sft
Deduction opening
Total 5924.37 Sft
21 5.9.6 Centring and shuttering including strutting,propping etc. and removal of form for.Columns,Pillars, Piers, Abutments, Posts and Struts
Mumty Column 2 3.33 9.00 1 59.94 Sft
Mumty Column 2 3.33 13.00 1 86.58 Sft
Parapet Column 20 3.33 3.50 1 233.10 Sft
Parapet Column 6 4.17 3.50 1 87.57 Sft
Total 467.19 Sft
22 5.9.5 Centring and shuttering including strutting,propping etc. and removal of form for.Lintels, beams, plinth bams, griders, bressumers and contilevers
Mumty Lintel 2 51.33 0.50 1 51.33 Sft
Parapet Band 2 496.50 0.25 1 248.25 Sft
Total 349.11 Sft
23 5.9.20 Centring and shuttering including strutting,propping etc. and removal of form for.Suspended floors, roofs, landings, balconies and access platform with water proofply 12 mm thick.
Front Veramdah 1 18.50 18.50 1 342.25 Sft
Front Veramdah 1 7.75 9.33 1 72.31 Sft
Mumty Roof 1 17.66 11.66 1 205.92 Sft
Total 620.47 Sft
24 10.5.1 Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3mm MS gusset plates at the junction and corners.all necessary fittings completejncluding applying a priming coat of approved steel primer.Using M.S. angle 40x40x6 mm for diagonal braces
Main Gate 1 6.50 7.00 1 45.50 Sft
Mumty Gate 1 3.50 7.00 1 24.50 Sft
Total 70.00 Sft
25 10.36 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts,fasteners etc.).
Total 245.00 Sft
26 13.82 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade:Old steel work (one or more coats)
13.82.3 Old steel work (one or more coats)
13.82.4 Old steel work (one or more coats)
Total 574.50 Sft
27 13.82.1 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade:New steel work (two or more coats)
Main Gate 1 6.50 7.00 1 45.50 Sft
Mumty Gate 1 3.50 7.00 1 24.50 Sft
Total 70.00 Sft
28 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand:6 graded stone aggregate 20 mm nominal size)over75mm thick bed of dry brick ballast 40mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth.
29 6.47A Providing 250mm wide brick drain in cement mortar (1:6) with av. 150mm. Clear depth and 250mm apron including cost of E/W. involved with 75mm cement concrete (1:4:8) over one brick designation100-A flat soling in proper grade and slope at the base. the drain duly.plastered in CM.(1:3) with punning over exposed surface all complete as per building specification and direction of E/l,
30 12.78 Providing and fixing on wall face unplastidsed-PVC(working pressure 4 kgf per sqm) rain water pipes conforming to IS :4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.
31 12.79.1 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised-PVC rain water pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion.
12.79.1 Coupler
32 12.80 Providing and fixing unplasticised -PVC pipe clip of approved design to unplasticised PVC rain water pipe by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing on cement mortar(1:4) 1 cement: 4corsa sand and making good the wall etc complete
33 18.90 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge.
18.9.1 15 mm nominal outer dia Pipes 1 25.00 1 25.00 M 151.40 3785.00
18.9.2 20 mm nominal outer dia Pipes 1 20.00 1 20.00 M 205.30 4106.00
18.9.3 25 mm nominal outer dia Pipes 1 15.00 1 15.00 M 294.70 4420.50
34 17.1.1 Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low fixtures complete, including cutting and making good the walls andlevel white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and floors wherever required :White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
35 17.3.1 W.C. pan with ISI marked white solid plastic seat and lid
36 17.7.1 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require :White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
37 17.23 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively.
38 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :
39 18.5 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.
18.50.1 15 mm nominal bore 5 1 5.00 Each 715.10 3575.50
40 18.52 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
41 17.28 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
24.1 Boring /drilling bore well of required dia for casing / strainer pipe, by suitable method prescribed in IS : 2800 (part I), including collecting samples form different strata, preparing and submitting strata chart / bore log, including hire & running Charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-Charge, upto 90 metre depth below ground level, all type of soil.
24.3 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.
24.4 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.
24.6 Supplying, filling, spreading and leveling gravels of size range 5 mm. to 10 mm. in the recharge pit over the existing layer of boulders in required thickness for all lead & lift etc. work all complete jobs as per the direction of E/I
24.7 Supplying, filling, spreading and leveling coarse sand of size range 1.5 mm. to 2.0 mm. in the recharge pit over the gravel layer for all lead & lift etc. work all complete jobs as per the direction of E/I
Coarse Sand 1 2.00 2.00 Cum 1195.60 2391.20
24.8 Gravel packing in tube well construction in accordance with IS: 4097 including providing gravel fine / medium / coarse, in required grading and size as per actual requirement all complete as per direction of E/I.
Medium Gravel 1 4.24 4.24 Cum 1343.20 5695.17
24.13 Providing and fixing suitable size threated mild steel cap or spot welded plate to the top of bore well housing / Casting pipe, removable as per requirement, all complete for borewell of :
24.12 Development of tube well in accordance with IS : 2800 (part I ) and IS : 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by 'V' notch method or any approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory,i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.
24.14 Providing and fixing M.S. clamp of required dia to the top of casing / housing pipe of tube well as per IS : 2800 (part I ), including necessary bots & nuts of required size complete.
24.15 Providing and fixing Ball plug / Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS : 2800 (Part I)
18.10.5 Providing and fixing 40 mm. dia. nominal bore G I pipes complete with G.I. fittings of approved brand and manufacture etc. all complete jobs.
18.46.5 Providing and fixing 40 mm. dia. nominal bore G.I. union in G.I. pipe line cutting and threading the pipe and making long screws etc. all complete jobs.
Approved Rate Supplying and fittings 2.00 HP Submersible water pump with starter cables etc. all necessary fitting etc. all complete jobs.
Submersible water pump 1 1 1.00 Set 23659.00 23659.00
43 Carrage of Materials
Coarse Sand 80.9 Cum 1805.00 146024.50
Stone Chips 47.69 Cum 2327.73 111009.44
Extra cost of materials
Cement 670.39 Bag 5.50 3687.15
Total Rs. 3376747.474
Add 2.0% for Electrification Rs. 67534.94947
Total Rs. 3444282.423
Gross Total Rs. 3628895.961
B.C.D,SAMASTIPUR B.C.D,SAMASTIPUR B.C.D,SAMASTIPUR
Material Statements
S.No SOR Items of Work Unit Qty Cement in Bag Coarse Sand (Cum) Stone Chips (cum) Bricks (TH) Local Sand in Cum
1 2.28 L/S Filling Cum 26.74 26.74
6 11.26.1 Kota Stone Flooring Sqm 198.34 34.00 4.76
7 11.27 Kota Stone Skirting Sqm 58.89 8.89 0.89
8 11.41.2 Virtified Floor Tiles Sqm 172.45 31.43 4.43
9 11.46.2 Virtified Skirting Tiles Sqm 14.43 2.07 0.21
10 11.37 C.G.Floor Tiles Sqm 14.20 2.78 0.27
11 11.36 C.G. Wall Tiles Sqm 40.41 6.68 0.42
14 13.26 Neat Cement Punning Sqm 161.93 6.80
15 4.17 Plinth Protection Sqm 38.19 0.84 1.90 2.67 1222.00 3.44
BCD ,SAMASTIPUR BCD ,SAMASTIPUR BCD ,SAMASTIPUR
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