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Tender ID
Tender Value
₹2.0 Cr
EMD Value
₹4.0 L
Closing Date
8 Apr 2026, 3:00 pmClosed
LALIT KUMAR
CHIEF ENGINEER
Siksha Bhawan, Rastrabhasha Parishad, Saidpur, Patna-800004
LALIT KUMAR
CHIEF ENGINEER
Construction of +2 Level School Building At Rajkeeykrit Jitlal +2 High School, Nayagaon Balahpur, Block - Matihani, District - Begusarai (Group No. - SSS 1060).
128552
NIT-52/2025-26/09
Open Tender
CIVIL
Patna
• Name of the Contractor
• Postal Address, of the Contractor
• Contact No. of the Contractor
• Email id of the Contractor
• GST
• PAN
• Bids shall remain valid for a period not less than 120 days after the deadline date.
• BID SECURITY-Online/ Bank Guarrantee 3.96 Lac
• Legal Status of Bidder.
• Place of Registration.
• Work Exp - Satisfactory completed 1 Similar work of Rs. 98.80 Lac
• Affidavit - As per Special Condition
• Valid Registration No.
• Valid Electrical Licence for similar electrical work of Contractor or his identified Sub-contractor in any one year.
• Valid Character certificate (TO BE ISSUED BY SUPRITENDENT OF POLICE OR HIGHER DESIGNATED OFFICER)
CIVIL
PERCENTAGE
L1
1
12 documents required · 12 mandatory
₹10,000
Processing Fee: 3540
₹4.0 L
CE OFFICE BSEIDC PATNA
8 Apr 2026
2 Apr 2026
10 Apr 2026
2 Apr 2026
8 Apr 2026
2 Apr 2026
6 Apr 2026
BIHAR STATE EDUCATIONAL INFRASTRUCTURE DEVELOPMENT CORPORATION LTD. SHIKSHA BHAWAN, SAIDPUR, PATNA.
Bill of Quantity for the Construction of +2 Level School Building At Rajkeeykrit Jitlal +2 High School, Nayagaon Balahpur, Block - Matihani, District - Begusarai (Group No. - SSS 1060).
Rates are based on SOR 2022 (w.e.f. 01.01.2022) for Civil & SOR 2023 (w.e.f. 01.09.2023 for Electrical Works
Amount of B.O.Q. (In Rs.):- 19758081/- Amount of E.M.D.(In Rs.):-3,96,000/-
Cost of B.O.Q. (In Rs.):- Rs.10,000/-(Ten Thousand) Completion Period:- 12 Months
Sl.No. Group No. Name of School Panchayat Block District
1 SSS - 1060 Rajkeeykrit Jeetlal +2 High School, Nayagaon Balahpur Matihani Begusarai
Sl . No. SOR Item No. Item of Work Quantity Unit Rate (Rs.) Amount (Rs.)
1 2.8.1 Earthwork in excavation in areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom, lift upto 1.5 including getting out the excavated soil and disposal of surplus soil as directed within a lead of 50m. All Kind of soil. 590.592 cum 360.70 213,026.53
2 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead 330.825 cum 123.90 40,989.22
3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 271.208 cum 287.30 77,918.06
4 2.29.1 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5m All kinds of soil. 348.649 100 sqm 1355.40 4,725.59
5 4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level. 1:2:4(1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) 0.270 cum 3998.10 1,079.49
6 4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level. 1:3:6(1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) 55.620 cum 3434.00 190,999.08
7 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20mm nominal size ) over 75mm bad by dry brick ballast 40mm nominal size well rammend and consolidated and grouted with fine sand including finishing the top smooth. 59.04 sqm. 436.60 25,776.86
8 5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 0.00
5.1.1 1:1:2 (1 cement:1 coarse sand:2 graded stone aggregate 20mm nominal size) 120.461 cum 5961.90 718,176.44
9 5.2.1 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement.1:1:2 (1 cement: 1 coarse sand: 2 graded stone aggregate 20 mm nominal size) 31.403 cum 6943.50 218,046.73
10 5.3+5.33B.1+5.33B.4 Reinforced cement conrete work in beams,suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size).Add or deduct for providing richer or leaner mixes respectively at all floor levels.Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C.Providing M-15grade R.C.C instead of M-20 grade R.C.C. 178.905 cum 5884.20 1,052,712.80
10 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement-All work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) 45.356 cum 4688.30 212,640.86
11 5.1.3 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement-All work upto plinth level 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 0.930 cum 4232.40 3,936.13
12 5.2.2 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and struts etc upto floor five level excluding the cost of centring, shuttering, finishing & reinforcement. 1:1.5:3 (1cement: 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) 15.490 cum 5670.00 87,828.30
13 5.9.1 Centring and shuttering including strutting, proping etc. and removal of form for foundation, footings, bases of columns etc. for mass concrete. 161.464 sqm. 211.60 34,165.78
14 5.9.3 Centering and shuttering including strutting , propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform. 919.836 sqm. 437.50 402,428.25
15 5.9.5 Centring and shuttering including strutting, proping etc. and removal of form for lintels, beams, plinth beams, griders, bressumers and cantilevers. 644.256 sqm. 404.70 260,730.40
16 5.9.6 Centring and shuttering including strutting , Propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts. 339.408 sqm. 494.40 167,803.32
17 5.22 Reinforcement for RCC work including straightening, cutting, bending, placing in position and bonding all complete.
5.22.1B Mild Steel 6mm dia 200 Kg 96.70 19,340.00
18 6.1.12/1 Brick work with bricks of class designation 100A in foundations and plinth in cement mortar 1:4 (1cement : 4 coarse sand). 8.750 cum 5017.90 43,906.63
19 6.1.14A Brick work with bricks of class designation 100A in foundations and plinth in cement mortar 1:6(1cement : 6 coarse sand). 60.266 cum 4819.90 290,476.09
20 6.1.14A + 6.3A Brick work with bricks of class designation 100A in superstructure above plinth level upto three floor cement mortar 1:6 (1cement:6coarse sand). 494.053 cum 5662.10 2,797,374.66
21 6.18.4A + 6.19A Half brick Masonary with bricks of class designation 100A in superstructures above plinth level upto five floor cement mortar 1:4 (1 cement :4 coarse sand). 49.759 sqm 689.00 34,283.95
22 6.21A Extra for providing and placing in position 2 nos., 6dia MS bars at every third course of half brick masonary (with F.P.S. brick) 49.759 sqm 113.60 5,652.62
23 8.10 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth..
8.10.1 White Agaria Marble Stone 2.250 sqm. 3061.20 6,887.70
24 9.21.1 Providing and fixing flush door shutters conforming to IS : 2202 (Part-I) non-decorative type.core of block board construction with frame of 1st class tiard wood and well mathched commercial 3 ply veneering wiih vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including anodized aluminum butt hinges with necessary screws 106.785 sqm. 1775.30 189,575.41
25 9.48.1 Providing and fixing M.S. grills of requirement pattern in frames of windows etc. with M.S. flats square or round bars etc all complete fixed to steel windows by welding. For all floor 6313.776 Kg 144.50 912,340.63
26 9.62.1 Providing and fixing oxidised M.S. sliding door bolts with nuts and screws etc. complete 300 x 16 mm 49 each 169.00 8,281.00
27 9.63.1 Providing and fixing oxidised M.S.tower bolt black finish,(barrel type) with necessary screws etc.complete 250 x 10 mm 49 each 70.10 3,434.90
28 9.66.1 Providing and fixing M.S.handles with necessary screws etc.complete 125 mm 98 each 32.40 3,175.20
29 9.101.2 Providing and fixing alluminium hanging floor door stopper anodised (anodic coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour and shade with necessary screws etc. complete: Twin rubber stopper 49 each 60.80 2,979.20
30 10.1 Structural steel work in singal section fixed without connecting plate including cutting.hoisting,fixing in position and applying a priming coat of approved steel primer all complete. 912.975 Kg 88.30 80,615.69
31 10.12.1+10.13B Providing and fixing steel glazed doors, windows and ventilatrs of standard rolled steel sections, joints mitered and welded with 15x3 mm lugs 10 cm long with steel lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6(1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with woodenplugs and screws or raw) plugs and screws or with fixing dips or with bolts and nuts as required, including providing and fixing of glass panes with glazing dips and special metal-sash putty pf approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required. Steel windows 116.316 each 3435.60 399,615.25
32 10.13 Extra for providing and fixing steel beading of approved shape and section with screws instread of glaxing clips and met. Sash putty in steel doors, windows, ventilators and composite units. 0.00
10.13B Steel Windows 108.216 sqm. 396.70 42,929.29
10.13C Steel Ventilators 8.10 sqm. 405.30 3,282.93
33 10.18 Providing and fixing circular/hexagonal cast iron or M.S sheet box for ceiling fan clamp 140 mm internal dia, 73 mm height, 5 mm thick rim bottom and top lids, 1.5 mm thick M.S sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 52 each 165.40 8,600.80
34 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.). 120 Kg 546.80 65,616.00
35 12.52.2 Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 12.628 cum 3932.20 49,655.82
36 11.26.1 Kota stone slab flooring over 20 mm (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 (1 lime : 1 surkhi: 1 coarse sand ) / 1:4 (1 cement: 4 coarse sand ) - 20 to 25 mm thick. 780.217 sqm 1252.70 977,377.84
37 11.27 Kota stone slabs 20mm thick in risers of steps skirting. Dado & pillars laid on 12mm average thick cement mortar 1:3 (1 cement: 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. 83.622 sqm 1334.90 111,627.01
38 11.36 Providing and fixing 1st quality Ceramic glazed wall tiles conforming to IS : 15622 {thickness to be specified by the manufacturer} 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 step and dados over 12mm thick bed of Cement Mortar 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 pigments of matching shade complete. 242.829 sqm 795.00 193,049.06
39 11.38 Providing and laying ceramic glazed floor tiles 300 x 300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS:15622 of approved make in all colors, shades, except white .Ivory, Grey,Fume red, Brown laid on 20mm thick bed of cement Mortar 1:4 (1 cement :4 coarse sand) including pointing the joints woth white cement matching pigments etc complete. 57.549 sqm 862.40 49,630.26
40 11.72 Providing designation 100A one blrick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. 678.881 sqm 283.30 192,326.99
41 13.11.2 12 mm cement plaster of mix ; 1:4 (1 cement : 4 coarse sand) 70.950 sqm 152.90 10,848.26
42 13.11.4 12 mm cement plaster of mix ; 1:6 (1 cement : 6 coarse sand) 2105.650 sqm 141.50 297,949.47
43 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) 1105.750 sqm 162.80 180,016.10
44 13.13.1 + 13.26 + 13.36.5 20 mm cement Plaster 1:3 (1 cement: 3 coarse sand) with a floating coat of neat cement & neat cement punning 57.707 sqm 280.90 16,209.90
45 13.13.4 20mm cement Plaster 1:6 (1 cement : 6 coarse sand) 1122.739 sqm 192.10 215,678.16
46 13.17.1 +13.36.1 12 mm cement Plaster 1:3 (1 cement: 3 coarse sand) with a floating coat of neat cement & Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 12 mm cement plaster 1:3(1 cement :3 sand) 52.82 sqm 212.60 11,229.53
47 13.24.2 6mm cement plaster to ceiling of mix 1:4 (1 cement :4 coarse sand) 913.336 sqm 125.60 114,715.00
48 13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 1122.739 sqm. 137.00 153,815.24
49 13.77A.1 Distempering with 1st quality washable distemper (ready made ) of approved manufacturer and of required shade and colour complete. As per manufacture's specifications. Two or more coats on new work. 3231.482 sqm. 56.60 182,901.88
50 13.78.1 Applying one coat of cement primer of approved brand and manufacture on wall surface: Cement primer 1176.700 sqm. 38.60 45,420.62
51 13.78.2 Applying one coat of cement primer of approved brand and manufacture on wall surface: Distemper primer 3231.482 sqm. 38.70 125,058.35
52 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) 1176.700 sqm. 81.20 95,548.04
53 13.80 A.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. 1122.739 sqm. 105.40 118,336.69
54 13.81.1 Applying priming coat with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and softwood) 161.280 sqm. 39.70 6,402.82
55 13.81.3 Applying priming coat with ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel work. 268.066 sqm. 34.60 9,275.08
56 13.93.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade two or more coats on new work 429.34 sqm. 84.50 36,279.23
57 20.3A.1 Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soi! (vide classification of soil item A ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr , Lead in eluding all lifts , all complete as per approved disign and direction of E/l. 91.33 mtr. 178.30 16,284.14
58 20.3A.2 63 CM (25) UNDER -REAM Making 63 cm (25) dia under ream at required with hand auger of approved quality in ordinary soil (vide classification of soil item - A) true to plumb and without eccentri city in my stage of opration and disposal of the excavated earth up to 50 mts lead in eluding all lifts , all complete as per approved design and direction of E/l. 0 each 190.20 0.00
Total Cost (A)= 15,507,820.78
Water Supply and Sanitation
59 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.
60 12.79 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
12.79.3.1 75 x 75 x 75 mm dia Single tee with door 4.00 each 141.60 566.40
12.79.3.2 110 x 110 x 110 mm dia Single tee with door 8.00 each 193.40 1,547.20
61 12.80.2 Providing and fixing 110 mm dia unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 48.00 each 182.72 8,770.56
62 17.1.1 Providing and fixining water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast iron P or S tap, 10 litre low white P.V.C. Flushing cistern with munally controlled device (handle level) conforming to IS : 7231 Parryware/Hindware with all fittings and fixtures complete including cutting and making good the walls and floors wherever required. 14.00 Each 4470.90 62,592.60
White Vitreous China Orissa pattern W C pan of size 580 x 440 mm with integral type foot rest.
63 17.2.2 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : 1.00 Each 4116.30 4,116.30
W.C. pan with ISI marked black solid plastic seat and lid
64 17.4.2 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I. clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 3.00 Each 5733.30 17,199.90
Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern.
65 17.7.4 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 : 15.00 Each 2135.80 32,037.00
White Vitreous China Wash basin size 550x400 mm with 15 mm C.P. brass pillar taps.
66 17.28.2.1 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 15.00 Each 104.40 1,566.00
Flexible pipe 32 mm dia
67 17.32.2 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 453 x 357 mm 3.00 Each 857.00 2,571.00
68 17.33 Providing and fixing 600 x 120 x 5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. 15.00 Each 713.30 10,699.50
69 18.9.2 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. 20 mm nominal outer dia Pipes 130.00 meter 205.30 26,689.00
70 18.8.1 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes joining of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of E/I Concealed work including cutting chases and making good the wall etc. 15 mm nominal outer dia Pipes 160.00 meter 278.20 44,512.00
71 18.9.3 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. 25 mm nominal inner dia Pipes 45.00 meter 294.70 13,261.50
72 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI :12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 3000.00 per litre 9.70 29,100.00
73 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 15.00 Each 434.20 6,513.00
74 18.52.1 Providing and fixing C.P. brass stop cock (concealed of standard design and of approved make conforming to IS : 8931 36.00 Each 594.80 21,412.80
75 19.2.1 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 100 mm diameter S.W. pipe 15.00 meter 404.30 6,064.50
76 19.6.2 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete: 150 mm dia R.C.C. pipe 15.00 meter 410.70 6,160.50
77 19.27.1 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 14.00 Each 3743.30 52,406.20
78 19.30.1.1 Contructing brick masonry chamber for Underground C.I. Inspection Chamber and bend with 75 class designation bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. Cover with frame (light duty) 455x610 mm internal dimentions, total weight of cover with frame to be not less than 38 kg. (weight of cover 23 kg. and weight of frame 15 kg.) RCC top slab with 1:1.5:3 mix (1 cement: 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 mix (1 cement:5 coarse sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm th. with cement mortar 1:3 (1cement:3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design. Inside dimensions 466x610 mm and 45cm deep for single pipe line : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 8.00 Each 4266.80 34,134.40
79 19.32.1 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with brick and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 1.00 Each 33603.40 33,603.40
80 19.34.2 Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 150 mm dia 4.00 Each 429.60 1,718.40
81 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 from 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.
24.1.1.1 All types of soil - 300 mm dia. 90 Meter 486.80 43,812.00
82 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.
24.3.1 100 mm nominal size dia 78 Meter 546.10 42,595.80
83 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.
24.4.1 100 mm nominal size dia 12 Meter 573.10 6,877.20
84 24.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 3.0 cum 1,343.20 4,029.60
85 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 develo ped, measuring yield of well by "V" notch method or any other 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. 3 hour 916.80 2,750.40
86 24.13.2 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of : 150 mm dia 1 each 210.70 210.70
87 24.14.1 Providing and fixing 100 mm dia M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 1 each 1,448.40 1,448.40
88 24.15.1 Providing and fixing 100 mm dia Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 1 each 228.30 228.30
89 Supplying all equipments, tools and installation of 1 HP single phase submersible motor pump set of KSB/ ISI make 2900 rpm capable of discharge 5000 LPH at 45 Mtr head with all necessary riser pipe, starter control panel, 1.25" Full way valve, 1.25" M.S clamp, 1.25" G.I Elbow, 1.25" check valve, 1.25" x 9" long G.I Nipple etc. all complete as per direction of E/I 1 Each 26,446.00 26,446.00
90 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised - PVC pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion
(A) Vent Cowel 110 mm dia 2.00 Each 65.00 130.00
(B) Floor Trap 110X110 mm dia 3.00 Each 436.00 1,308.00
91 Code no. 1354 (i) Rectangular cover 455x610 mm with frame (low duty) 1.00 Each 1400.00 1,400.00
Total Cost (B)= 596,721.96
BSR Schedule Items - Internal Electrical Work
92 1.1. Wiring for light point /fan point / exhaust fan point / call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. / PVC. box etc as required.
93 1.2 Wiring for twin control point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way piano type switch, phenolic laminated sheet, suitable size M.S. / PVC box etc as required. 6.0 Nos. 1133.00 6,798.00
94 1.5 Wiring for light/ power plug with 2x4 sq.mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 423 meter 309.00 130,707.00
95 1.7 Wiring for circuit / submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface / recessed medium class PVC conduit as required.
1.7.2 2 x 2.5 sq.mm + 1 x 2.5 sq. mm earth wire 410 meter 246.00 100,860.00
1.7.4 2 x 6 sq.mm + 1 x 6 sq.mm earth wire. 80 meter 422.00 33,760.00
1.7.5 2 x 10 sq.mm + 1 x 10 sq.mm earth wire. 10 meter 557.00 5,570.00
96 1.29 Supplying and fixing metal/pvc of 150mm x 75mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 5 pin 5/6 amps socket outlet and 5/6 amps piano type switch,connections, painting etc. as required. 36 nos. 306.00 11,016.00
97 1.30 Supplying and fixing metal/pvc box of 180mm x 100mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connections, painting etc. as required. 8 nos. 424.00 3,392.00
98 1.23 Supplying and fixing following piano type switch/ socket on the existing switch box / cover including connections etc.as required
1.23.1 5/6 amps switch. 46 Each 37.00 1,702.00
1.23.4 5 pin, 5/6 amps socket outlet. 46 Each 55.00 2,530.00
99 1.25 Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required 6 Each 358.00 2,148.00
100 1.33 suppling and fixing fixing 3/2 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 88 Each 64.00 5,632.00
101 1.34 Supplying and fixing batten / angle holder including connection etc as required. 90 Each 80.00 7,200.00
102 2.12 Supplying and fixing following rating,240/415 volts "C" curve, miniature circuit breaker suitable for loads of single pole in the existing MCB DB complete with connection, and commissioning etc. as required.
2.12.3 40 amp, Single pole and neutral 3 Each 1044.00 3,132.00
2.12.1 6 to 32 amp, Single Pole 60 Each 237.00 14,220.00
103 2.8 Supplying and fixing following way,single pole & neutral, sheet steel, MCB distribution board,240 volts, on surface / recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted, including earthing etc as required. (But without MCB/RCCB/Isolator)
2.8.5 2 + 12 way, Single door, 6 Each 2197.00 13,182.00
104 2.15 Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required
105 2.17 Supplying and fixing following rating, double pole, (single phase and neutral) , 240 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required.
106 2.14 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 6 Each 13.00 78.00
107 3.6 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 1 Each 13721.00 13,721.00
108 3.8 Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm) 10 meter 1026.00 10,260.00
109 3.14 Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required. 10 meter 1180.00 11,800.00
110 2206 BSR 3.5 core, 35 sq.mm XLPE/PVC insulated PVC sheathed ( Heavy duty) armoured electric cable with aluminium conductor 100 meter 400.21 40,021.00
111 7.1 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kv grade of following size direct in ground including excavetion and refilling the trench etc as required.
112 2.1 Providing and fixing following capacity TP&N disconnector fuse switch unit inside the existing panel board with ISI marked HRC fuse including drilling holes in cubical panel, making connections etc. as required.
2.1.3 63 Amps, double pole. 1 Each 4463.00 4,463.00
2.1.2 32 Amp, double pole. 3 Each 1946.00 5,838.00
113 4.2 Providing and fixing of lighting conductor finial made of 25mm dia 300 long copper, tube having single prong at top with 85mm dia 3mm thick copper base plate including hole etc complete as required. 3 Nos. 416.00 1,248.00
114 4.7 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. (For horizontal run) 100 meter 102.00 10,200.00
115 4.8 Providing and fixing copper tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. (For vertical run) 82 meter 145.00 11,890.00
116 9.13 Providing , laying and fixing of following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep) and refilling etc. as required.
117 9.14 Providing, laying and fixing following dia RCC pipe NP2 class(light duty) in ground complete with RCC collars, joints with cement mortar 1:2 ( 1 cement : 2 fine sand ) including trenching (75 cm) and refilling etc.as required. (Road crossing as per site condition)
118 2.5. Providing & fixing following capacity busbar chamber with 4 strips of suitable size made of copper, heavy duty, complete with all accessories including connections,
119 2.6 Providing and fixing following capacity four pole off - load changeover switch with side handle operation, in sheet enclosure in existing metal board, including drilling holes in metal panel, making connections etc. as required.
2.6.2 63 Amps, double pole 1 Each 4418.00 4,418.00
Total Cost (C) = 783,365.00
120 DGS&D Brand new ISI marked Life Guard ABC type multipurpose Fire Extinguishers 4 Kgs. Capacity, fitted with pressure guage complete in all respects, ready to use, complete installation kit. 6 Nos. 7,549.75 45,298.50
Total Cost (D) = 45,298.50
121 Carriage of Materials
122 Add Extra Cost of Materials w.r.t. GAYA As Per SOR of BCD.
Add Seigniorage Fee
(A) Coarse Sand 405.141 cum 17.58 7,122.38
(B) Local Sand 275.246 cum 14.19 3,904.36
(B) Stone Chips 362.055 cum 59.54 21,555.31
Total Cost (E) = 1,859,570.40
Bench - Desk / Furniture etc.
123 Approved rate Supplying & Installing of 3 Seater Class Room Desk cum Bench combines the elegance of wood with the strength of steel. Its ergonomically designed to minimize fatigue. This three seater model is best suited for schools and colleges. Dimension-1500 x 895 x 750(Appx ) Desk panel Seat, Back-The panels are made from 18 mm thk Pre Laminated Boards with PVC edge banding on all sides, Understructure-Made of 25.4 x 25.4 mm x1.2 mm thick powder coated ERW tubes at base which are welded to the desk and seat supports that are made of 1.0 mm thk powder coated MS 'C' sections Stiffeners tat are provided between the 2 vertical frames at base and back of seat are made from 25.4 x25.4 x1.2 mm thk powder coated ERW tubes. The tubes are closed with plastic caps. Additional horizontal supports of 1.5 mm thk powder coated MS 'C' sections are placed below the desk and seat to add to the rigidity of the structure. The storage shelf is made from 0.8 mm thk powder coated MS sheet which is affixed below the desktop Hooks are provided on either sides of the vertical frame of the desk, for hanging bags/bottles They are made from 6.0 mm dia MS rods. Level adjustors are provided to take care of unevenness in floor, complete in all respect of perference make as per direction of Engineer-in-charge. 0 each 10411.00 0.00
124 Approved rate Supplying & Installing of 2 Seater Class Room Desk cum Bench combines the elegance of wood with the strength of steel. Its ergonomically designed to minimize fatigue. This two seater model is best suited for schools and colleges. Dimension-900 x 895 x 750(Appx ) Desk panel Seat, Back-The panels are made from 18 mm thick Pre Laminated Boards with PVC edge banding on all sides, Understructure-Made of 25.4 x 25.4 mm x1.2 mm thk powder coated ERW tubes at base which are welded to the desk and seat supports that are made of 1.0 mm thk powder coated MS 'C' sections Stiffeners tat are provided between the 2 vertical frames at base and back of seat are made from 25.4 x25.4 x1.2 mm thk powder coated ERW tubes. The tubes are closed with plastic caps. Additional horizontal supports of 1.5 mm thk powder coated MS 'C' sections are placed below the desk and seat to add to the rigidity of the structure. The storage shelf is made from 0.8 mm thk powder coated MS sheet which is affixed below the desktop Hooks are provided on either sides of the vertical frame of the desk, for hanging bags/bottles They are made from 6.0 mm dia MS rods. Level adjustors are provided to take care of unevenness in floor, complete in all respect of perference make as per direction of Engineer-in-charge. 0 each 7110.00 0.00
125 Approved rate Supplying & Installing of Chair (CH4) - Office chair with cantilever type frame made of dia. 2.54 cm x 14 BG thick M.S.ERW tube and powder coated without arm. Seat/Back made of chemically treated and seasoned wood, caned and furnished with melamine polish. Back size - 38.1 cm (W) x 42.4 cm (D). The under structure assembly is a cantilever type frame made of dia 2.54 cm x 14 BG thick M.S.ERW tube and powder coated, complete in all respect ct perference make as per direction of Engineer-in-charge. 0 each 3046.00 0.00
126 Approved rate Supplying & Installing of Teacher's Table made of MS ERW round tube dia 25.4 x 1.2 mm thick with 25 mm thick Pre4 Laminated top size 900 x 590 x 750 with one drawer unit made of 0.5 mm thick CRCA sheet mild steel, all steel components have powder coated paint fitted with lock, complete in all respect of perference make as per direction of Engineer-in-charge. 0 each 7536.00 0.00
127 Approved rate Supplying & Installing of Table Model T-8 Made of made of MS ERW round tube dia 25.4 x 1.2mm thick with 25mm thick Pre Laminated top size 4' x 2' with one side three drawer unt made of .5mm thick CIRCA sheet mild steel, All steel components have powder coated paint fitted with lock, complete in all respect of perference make as per direction of Engineer-in-charge. 0 each 10064.00 0.00
128 Approved rate Supplying & Installing of Bravo Mid Back Chair with seat and back are made up of 1.2 cm thick hot-pressed plywood, upholstered with fabric upholstery covers and moulded Polyurethane foam. The back foam is designed with contoured lumbar support for extra comfort. The seat has extra thick foam on front edge to give comfort to popliteal area. Dimension BACK SIZE - 47.5 cm. (W) x 58.0cm. (H) & SEAT SIZE 47 0 cm. (W) x 48.0 cm. (D). POLYURETHANE FOAM: The Polyurethane foam is moulded with density = 45 +/-2 kg/m3 and Hardness = 20 +1- 2 at 25% compression 3) ARMRESTS The one-piece armrests are injection moulded from black Co-polymer Polypropylene. 4) CENTER TILT SYNCHRO MECHANISM, PNEUATIC HEIGHT ADJUSTMENT, complete in all respect of perference make as per direction of Engineer-in-charge. 0 each 7800.00 0.00
129 Approved rate Table Model Insight 1800W Dimenstion- 1800 x 900 x 740 made of Worktop- 25 mm Thick PLB Tops with 2mm Thick PVC Edge Beading, Understructure C - Frames 1.6 mm thick M.S CFrame Supporting the Top., Legs- Dia. 38.1 x 1.6 mm thick M.S ERW tube, complete in all respect of perference make as per direction of Engineer-in-charge. 0 each 14519.00 0.00
130 Approved rate Supplying & Installing of Laboratory Table of size 1600 x 910 mm WITH MAIN STORAGE UNIT WITH CAM Lock: 900 mm D, 880 mm W with two shutters & One drawer, add one storage sink unit with cam Lock: 900 mm (W) x 355 mm (D), 3 Way Faucet Bench Mounted 3 way water fittings "Swing Gooseneck", complete in all respect of perference make as per direction of Engineer-in-charge. 0 each 68800.00 0.00
131 Approved rate Supplying & Installing of Steel Whatnot of size 2'6" x 36" x 18" with three shelves made of slotted angle Prime quality CRC sheet conforming to IS 513D/10748/5986.The pitches of the slots at 19.05mm, Panels/Shelves 6 Bend bending process of 905(L) x 448(D) of load capacity 80 Kgs. UDL Max. per shelf All fasteners of electro perk arised as per IS . 3655 -1985 Painting All Steel components of powder coated, complete in all respect of perference make as per direction of Engineer-in-charge. 0 each 3501.00 0.00
132 Approved rate Supplying & Installing of Steel Storwel Plain with Four Shelves Almirah of size 1980 x 916 x 486 MM multi bend construction and inter locking design and full length over apping doors and sides. Three-way bolting mechanism. Spot welding & CO2 weldipg. Anticorrosion treated components, oven baked powder coatinq process. Material thickness 0 9mm Top, Bottom.LH & RH sides and back material thickness - 0.9 mm, removable RH & LH main door with stiffeners materials thickness - 0.9 mm, 4 adjustable shelves of thickness - 0.8 mm, complete in all respect of perference make as per direction of Engineer-in-charge. 0 each 20353.00 0.00
133 Approved rate Providing and fixing Soft Board/Notice Board of size 1200 x 900 mm, complete in all respect of perference make as per direction of Engineer-in-charge. 0 each 4269.00 0.00
134 Approved rate Supplying & Installing of Dry - erase markers and easily cleaned Green / White Board of size 244 cm x 122 cm x 5 cm fixed on wall at proper height with clip, bracket & screws / toggle bolt. 0 each 5362.00 0.00
Total Cost (F) = 0.00
Grand Total Cost=(A)+(B)+(C)+(D)+(E)= 18,792,776.64
Add, 6%GST, beyond 12% except electrical works 'C' (M.F - 0.0536) 965,304.46
Grand Total Cost (i/c 6%GST) : 19,758,081.10
Sl.No. Group No. Name of School Panchayat Block District
1 SSS - 1060 Rajkeeykrit Jeetlal +2 High School, Nayagaon Balahpur Matihani Begusarai
Total Amount : 19,758,081.10
Rupees One Crore Ninety Seven Lac Fifty Eight Thousand Eighty One Only.
BIHAR STATE EDUCATIONAL INFRASTRUCTURE DEVELOPMENT CORPORATION LTD. SHIKSHA BHAWAN, SAIDPUR, PATNA.
Bill of Quantity for the Construction of +2 Level School Building At Rajkeeykrit Jitlal +2 High School, Nayagaon Balahpur, Block - Matihani, District - Begusarai (Group No. - SSS 1060).
Rates are based on SOR 2022 (w.e.f. 01.01.2022) for Civil & SOR 2023 (w.e.f. 01.09.2023 for Electrical Works
Amount of B.O.Q. (In Rs.):- 19758081/- Amount of E.M.D.(In Rs.):-3,96,000/-
Cost of B.O.Q. (In Rs.):- Rs.10,000/-(Ten Thousand) Completion Period:- 12 Months
Sl.No. Group No. Name of School Panchayat Block District
1 SSS - 1060 Rajkeeykrit Jeetlal +2 High School, Nayagaon Balahpur Matihani Begusarai
Sl . No. SOR Item No. Item of Work Quantity Unit Rate (Rs.) Amount (Rs.)
1 2.8.1 Earthwork in excavation in areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom, lift upto 1.5 including getting out the excavated soil and disposal of surplus soil as directed within a lead of 50m. All Kind of soil. 590.592 cum 360.70 213,026.53
2 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth: consolidating each deposited layer by ramming and watering lead 330.825 cum 123.90 40,989.22
3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. 271.208 cum 287.30 77,918.06
4 2.29.1 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5m All kinds of soil. 348.649 100 sqm 1355.40 4,725.59
5 4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level. 1:2:4(1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) 0.270 cum 3998.10 1,079.49
6 4.1.5 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level. 1:3:6(1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) 55.620 cum 3434.00 190,999.08
7 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20mm nominal size ) over 75mm bad by dry brick ballast 40mm nominal size well rammend and consolidated and grouted with fine sand including finishing the top smooth. 59.04 sqm. 436.60 25,776.86
8 5.1 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement-All work puto plinth level 0.00
5.1.1 1:1:2 (1 cement:1 coarse sand:2 graded stone aggregate 20mm nominal size) 120.461 cum 5961.90 718,176.44
9 5.2.1 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts, etc. upt floor five level excluding cost of centring, shuttering, finishin and reinforcement.1:1:2 (1 cement: 1 coarse sand: 2 graded stone aggregate 20 mm nominal size) 31.403 cum 6943.50 218,046.73
10 5.3+5.33B.1+5.33B.4 Reinforced cement conrete work in beams,suspended floors, roofs having slope upto 15, landings,balconiec, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excludingthe cost of centring, shuttering, finishing and reinforement with 1:2:4(1 cement:2 coarse sand:4 graded stone aggregate 20 mm nominal size).Add or deduct for providing richer or leaner mixes respectively at all floor levels.Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C.Providing M-15grade R.C.C instead of M-20 grade R.C.C. 178.905 cum 5884.20 1,052,712.80
10 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement-All work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) 45.356 cum 4688.30 212,640.86
11 5.1.3 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement-All work upto plinth level 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) 0.930 cum 4232.40 3,936.13
12 5.2.2 Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and struts etc upto floor five level excluding the cost of centring, shuttering, finishing & reinforcement. 1:1.5:3 (1cement: 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) 15.490 cum 5670.00 87,828.30
13 5.9.1 Centring and shuttering including strutting, proping etc. and removal of form for foundation, footings, bases of columns etc. for mass concrete. 161.464 sqm. 211.60 34,165.78
14 5.9.3 Centering and shuttering including strutting , propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform. 919.836 sqm. 437.50 402,428.25
15 5.9.5 Centring and shuttering including strutting, proping etc. and removal of form for lintels, beams, plinth beams, griders, bressumers and cantilevers. 644.256 sqm. 404.70 260,730.40
16 5.9.6 Centring and shuttering including strutting , Propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts. 339.408 sqm. 494.40 167,803.32
17 5.22 Reinforcement for RCC work including straightening, cutting, bending, placing in position and bonding all complete.
5.22.1B Mild Steel 6mm dia 200 Kg 96.70 19,340.00
18 6.1.12/1 Brick work with bricks of class designation 100A in foundations and plinth in cement mortar 1:4 (1cement : 4 coarse sand). 8.750 cum 5017.90 43,906.63
19 6.1.14A Brick work with bricks of class designation 100A in foundations and plinth in cement mortar 1:6(1cement : 6 coarse sand). 60.266 cum 4819.90 290,476.09
20 6.1.14A + 6.3A Brick work with bricks of class designation 100A in superstructure above plinth level upto three floor cement mortar 1:6 (1cement:6coarse sand). 494.053 cum 5662.10 2,797,374.66
21 6.18.4A + 6.19A Half brick Masonary with bricks of class designation 100A in superstructures above plinth level upto five floor cement mortar 1:4 (1 cement :4 coarse sand). 49.759 sqm 689.00 34,283.95
22 6.21A Extra for providing and placing in position 2 nos., 6dia MS bars at every third course of half brick masonary (with F.P.S. brick) 49.759 sqm 113.60 5,652.62
23 8.10 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth..
8.10.1 White Agaria Marble Stone 2.250 sqm. 3061.20 6,887.70
24 9.21.1 Providing and fixing flush door shutters conforming to IS : 2202 (Part-I) non-decorative type.core of block board construction with frame of 1st class tiard wood and well mathched commercial 3 ply veneering wiih vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including anodized aluminum butt hinges with necessary screws 106.785 sqm. 1775.30 189,575.41
25 9.48.1 Providing and fixing M.S. grills of requirement pattern in frames of windows etc. with M.S. flats square or round bars etc all complete fixed to steel windows by welding. For all floor 6313.776 Kg 144.50 912,340.63
26 9.62.1 Providing and fixing oxidised M.S. sliding door bolts with nuts and screws etc. complete 300 x 16 mm 49 each 169.00 8,281.00
27 9.63.1 Providing and fixing oxidised M.S.tower bolt black finish,(barrel type) with necessary screws etc.complete 250 x 10 mm 49 each 70.10 3,434.90
28 9.66.1 Providing and fixing M.S.handles with necessary screws etc.complete 125 mm 98 each 32.40 3,175.20
29 9.101.2 Providing and fixing alluminium hanging floor door stopper anodised (anodic coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour and shade with necessary screws etc. complete: Twin rubber stopper 49 each 60.80 2,979.20
30 10.1 Structural steel work in singal section fixed without connecting plate including cutting.hoisting,fixing in position and applying a priming coat of approved steel primer all complete. 912.975 Kg 88.30 80,615.69
31 10.12.1+10.13B Providing and fixing steel glazed doors, windows and ventilatrs of standard rolled steel sections, joints mitered and welded with 15x3 mm lugs 10 cm long with steel lugs embedded in cement concrete blocks 15x10x10 cm of 1:3:6(1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with woodenplugs and screws or raw) plugs and screws or with fixing dips or with bolts and nuts as required, including providing and fixing of glass panes with glazing dips and special metal-sash putty pf approved make complete including applying a priming coat of approved steel primer; excluding the cost of metal beading and other fitting except necessary hinges or pivots as required. Steel windows 116.316 each 3435.60 399,615.25
32 10.13 Extra for providing and fixing steel beading of approved shape and section with screws instread of glaxing clips and met. Sash putty in steel doors, windows, ventilators and composite units. 0.00
10.13B Steel Windows 108.216 sqm. 396.70 42,929.29
10.13C Steel Ventilators 8.10 sqm. 405.30 3,282.93
33 10.18 Providing and fixing circular/hexagonal cast iron or M.S sheet box for ceiling fan clamp 140 mm internal dia, 73 mm height, 5 mm thick rim bottom and top lids, 1.5 mm thick M.S sheet with its top surface hacked for proper bonding top lid shall be screwed into the cast iron box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamps shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 52 each 165.40 8,600.80
34 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.). 120 Kg 546.80 65,616.00
35 12.52.2 Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 12.628 cum 3932.20 49,655.82
36 11.26.1 Kota stone slab flooring over 20 mm (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 (1 lime : 1 surkhi: 1 coarse sand ) / 1:4 (1 cement: 4 coarse sand ) - 20 to 25 mm thick. 780.217 sqm 1252.70 977,377.84
37 11.27 Kota stone slabs 20mm thick in risers of steps skirting. Dado & pillars laid on 12mm average thick cement mortar 1:3 (1 cement: 3 coarse sand ) and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. 83.622 sqm 1334.90 111,627.01
38 11.36 Providing and fixing 1st quality Ceramic glazed wall tiles conforming to IS : 15622 {thickness to be specified by the manufacturer} 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 step and dados over 12mm thick bed of Cement Mortar 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 pigments of matching shade complete. 242.829 sqm 795.00 193,049.06
39 11.38 Providing and laying ceramic glazed floor tiles 300 x 300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS:15622 of approved make in all colors, shades, except white .Ivory, Grey,Fume red, Brown laid on 20mm thick bed of cement Mortar 1:4 (1 cement :4 coarse sand) including pointing the joints woth white cement matching pigments etc complete. 57.549 sqm 862.40 49,630.26
40 11.72 Providing designation 100A one blrick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. 678.881 sqm 283.30 192,326.99
41 13.11.2 12 mm cement plaster of mix ; 1:4 (1 cement : 4 coarse sand) 70.950 sqm 152.90 10,848.26
42 13.11.4 12 mm cement plaster of mix ; 1:6 (1 cement : 6 coarse sand) 2105.650 sqm 141.50 297,949.47
43 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) 1105.750 sqm 162.80 180,016.10
44 13.13.1 + 13.26 + 13.36.5 20 mm cement Plaster 1:3 (1 cement: 3 coarse sand) with a floating coat of neat cement & neat cement punning 57.707 sqm 280.90 16,209.90
45 13.13.4 20mm cement Plaster 1:6 (1 cement : 6 coarse sand) 1122.739 sqm 192.10 215,678.16
46 13.17.1 +13.36.1 12 mm cement Plaster 1:3 (1 cement: 3 coarse sand) with a floating coat of neat cement & Extra for providing and mixing water proofing material in proportion recommended by the manufacturers: 12 mm cement plaster 1:3(1 cement :3 sand) 52.82 sqm 212.60 11,229.53
47 13.24.2 6mm cement plaster to ceiling of mix 1:4 (1 cement :4 coarse sand) 913.336 sqm 125.60 114,715.00
48 13.46.1 Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 1122.739 sqm. 137.00 153,815.24
49 13.77A.1 Distempering with 1st quality washable distemper (ready made ) of approved manufacturer and of required shade and colour complete. As per manufacture's specifications. Two or more coats on new work. 3231.482 sqm. 56.60 182,901.88
50 13.78.1 Applying one coat of cement primer of approved brand and manufacture on wall surface: Cement primer 1176.700 sqm. 38.60 45,420.62
51 13.78.2 Applying one coat of cement primer of approved brand and manufacture on wall surface: Distemper primer 3231.482 sqm. 38.70 125,058.35
52 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) 1176.700 sqm. 81.20 95,548.04
53 13.80 A.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. 1122.739 sqm. 105.40 118,336.69
54 13.81.1 Applying priming coat with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and softwood) 161.280 sqm. 39.70 6,402.82
55 13.81.3 Applying priming coat with ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel work. 268.066 sqm. 34.60 9,275.08
56 13.93.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade two or more coats on new work 429.34 sqm. 84.50 36,279.23
57 20.3A.1 Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soi! (vide classification of soil item A ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr , Lead in eluding all lifts , all complete as per approved disign and direction of E/l. 91.33 mtr. 178.30 16,284.14
58 20.3A.2 63 CM (25) UNDER -REAM Making 63 cm (25) dia under ream at required with hand auger of approved quality in ordinary soil (vide classification of soil item - A) true to plumb and without eccentri city in my stage of opration and disposal of the excavated earth up to 50 mts lead in eluding all lifts , all complete as per approved design and direction of E/l. 0 each 190.20 0.00
Total Cost (A)= 15,507,820.78
Water Supply and Sanitation
59 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.
60 12.79 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
12.79.3.1 75 x 75 x 75 mm dia Single tee with door 4.00 each 141.60 566.40
12.79.3.2 110 x 110 x 110 mm dia Single tee with door 8.00 each 193.40 1,547.20
61 12.80.2 Providing and fixing 110 mm dia unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 48.00 each 182.72 8,770.56
62 17.1.1 Providing and fixining water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast iron P or S tap, 10 litre low white P.V.C. Flushing cistern with munally controlled device (handle level) conforming to IS : 7231 Parryware/Hindware with all fittings and fixtures complete including cutting and making good the walls and floors wherever required. 14.00 Each 4470.90 62,592.60
White Vitreous China Orissa pattern W C pan of size 580 x 440 mm with integral type foot rest.
63 17.2.2 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : 1.00 Each 4116.30 4,116.30
W.C. pan with ISI marked black solid plastic seat and lid
64 17.4.2 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I. clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 3.00 Each 5733.30 17,199.90
Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern.
65 17.7.4 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 : 15.00 Each 2135.80 32,037.00
White Vitreous China Wash basin size 550x400 mm with 15 mm C.P. brass pillar taps.
66 17.28.2.1 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 15.00 Each 104.40 1,566.00
Flexible pipe 32 mm dia
67 17.32.2 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 453 x 357 mm 3.00 Each 857.00 2,571.00
68 17.33 Providing and fixing 600 x 120 x 5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. 15.00 Each 713.30 10,699.50
69 18.9.2 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. 20 mm nominal outer dia Pipes 130.00 meter 205.30 26,689.00
70 18.8.1 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes joining of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of E/I Concealed work including cutting chases and making good the wall etc. 15 mm nominal outer dia Pipes 160.00 meter 278.20 44,512.00
71 18.9.3 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. 25 mm nominal inner dia Pipes 45.00 meter 294.70 13,261.50
72 18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI :12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 3000.00 per litre 9.70 29,100.00
73 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 15.00 Each 434.20 6,513.00
74 18.52.1 Providing and fixing C.P. brass stop cock (concealed of standard design and of approved make conforming to IS : 8931 36.00 Each 594.80 21,412.80
75 19.2.1 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 100 mm diameter S.W. pipe 15.00 meter 404.30 6,064.50
76 19.6.2 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete: 150 mm dia R.C.C. pipe 15.00 meter 410.70 6,160.50
77 19.27.1 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 14.00 Each 3743.30 52,406.20
78 19.30.1.1 Contructing brick masonry chamber for Underground C.I. Inspection Chamber and bend with 75 class designation bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. Cover with frame (light duty) 455x610 mm internal dimentions, total weight of cover with frame to be not less than 38 kg. (weight of cover 23 kg. and weight of frame 15 kg.) RCC top slab with 1:1.5:3 mix (1 cement: 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 mix (1 cement:5 coarse sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm th. with cement mortar 1:3 (1cement:3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design. Inside dimensions 466x610 mm and 45cm deep for single pipe line : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 8.00 Each 4266.80 34,134.40
79 19.32.1 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with brick and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 1.00 Each 33603.40 33,603.40
80 19.34.2 Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 150 mm dia 4.00 Each 429.60 1,718.40
81 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 from 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.
24.1.1.1 All types of soil - 300 mm dia. 90 Meter 486.80 43,812.00
82 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.
24.3.1 100 mm nominal size dia 78 Meter 546.10 42,595.80
83 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.
24.4.1 100 mm nominal size dia 12 Meter 573.10 6,877.20
84 24.8 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. 3.0 cum 1,343.20 4,029.60
85 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 develo ped, measuring yield of well by "V" notch method or any other 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. 3 hour 916.80 2,750.40
86 24.13.2 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of : 150 mm dia 1 each 210.70 210.70
87 24.14.1 Providing and fixing 100 mm dia M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 1 each 1,448.40 1,448.40
88 24.15.1 Providing and fixing 100 mm dia Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 1 each 228.30 228.30
89 Supplying all equipments, tools and installation of 1 HP single phase submersible motor pump set of KSB/ ISI make 2900 rpm capable of discharge 5000 LPH at 45 Mtr head with all necessary riser pipe, starter control panel, 1.25" Full way valve, 1.25" M.S clamp, 1.25" G.I Elbow, 1.25" check valve, 1.25" x 9" long G.I Nipple etc. all complete as per direction of E/I 1 Each 26,446.00 26,446.00
90 Providing and fixing on wall face unplasticised -PVC molded fittings/accessories for unplasticised - PVC pipes conforming to (S:4985 including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion
(A) Vent Cowel 110 mm dia 2.00 Each 65.00 130.00
(B) Floor Trap 110X110 mm dia 3.00 Each 436.00 1,308.00
91 Code no. 1354 (i) Rectangular cover 455x610 mm with frame (low duty) 1.00 Each 1400.00 1,400.00
Total Cost (B)= 596,721.96
BSR Schedule Items - Internal Electrical Work
92 1.1. Wiring for light point /fan point / exhaust fan point / call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. / PVC. box etc as required.
93 1.2 Wiring for twin control point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way piano type switch, phenolic laminated sheet, suitable size M.S. / PVC box etc as required. 6.0 Nos. 1133.00 6,798.00
94 1.5 Wiring for light/ power plug with 2x4 sq.mm FR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. 423 meter 309.00 130,707.00
95 1.7 Wiring for circuit / submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface / recessed medium class PVC conduit as required.
1.7.2 2 x 2.5 sq.mm + 1 x 2.5 sq. mm earth wire 410 meter 246.00 100,860.00
1.7.4 2 x 6 sq.mm + 1 x 6 sq.mm earth wire. 80 meter 422.00 33,760.00
1.7.5 2 x 10 sq.mm + 1 x 10 sq.mm earth wire. 10 meter 557.00 5,570.00
96 1.29 Supplying and fixing metal/pvc of 150mm x 75mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 5 pin 5/6 amps socket outlet and 5/6 amps piano type switch,connections, painting etc. as required. 36 nos. 306.00 11,016.00
97 1.30 Supplying and fixing metal/pvc box of 180mm x 100mm x 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 amps socket outlet and 15/16 amps piano type switch, connections, painting etc. as required. 8 nos. 424.00 3,392.00
98 1.23 Supplying and fixing following piano type switch/ socket on the existing switch box / cover including connections etc.as required
1.23.1 5/6 amps switch. 46 Each 37.00 1,702.00
1.23.4 5 pin, 5/6 amps socket outlet. 46 Each 55.00 2,530.00
99 1.25 Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required 6 Each 358.00 2,148.00
100 1.33 suppling and fixing fixing 3/2 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. 88 Each 64.00 5,632.00
101 1.34 Supplying and fixing batten / angle holder including connection etc as required. 90 Each 80.00 7,200.00
102 2.12 Supplying and fixing following rating,240/415 volts "C" curve, miniature circuit breaker suitable for loads of single pole in the existing MCB DB complete with connection, and commissioning etc. as required.
2.12.3 40 amp, Single pole and neutral 3 Each 1044.00 3,132.00
2.12.1 6 to 32 amp, Single Pole 60 Each 237.00 14,220.00
103 2.8 Supplying and fixing following way,single pole & neutral, sheet steel, MCB distribution board,240 volts, on surface / recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted, including earthing etc as required. (But without MCB/RCCB/Isolator)
2.8.5 2 + 12 way, Single door, 6 Each 2197.00 13,182.00
104 2.15 Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required
105 2.17 Supplying and fixing following rating, double pole, (single phase and neutral) , 240 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required.
106 2.14 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 6 Each 13.00 78.00
107 3.6 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. 1 Each 13721.00 13,721.00
108 3.8 Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer spaced at 50mm) 10 meter 1026.00 10,260.00
109 3.14 Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required. 10 meter 1180.00 11,800.00
110 2206 BSR 3.5 core, 35 sq.mm XLPE/PVC insulated PVC sheathed ( Heavy duty) armoured electric cable with aluminium conductor 100 meter 400.21 40,021.00
111 7.1 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kv grade of following size direct in ground including excavetion and refilling the trench etc as required.
112 2.1 Providing and fixing following capacity TP&N disconnector fuse switch unit inside the existing panel board with ISI marked HRC fuse including drilling holes in cubical panel, making connections etc. as required.
2.1.3 63 Amps, double pole. 1 Each 4463.00 4,463.00
2.1.2 32 Amp, double pole. 3 Each 1946.00 5,838.00
113 4.2 Providing and fixing of lighting conductor finial made of 25mm dia 300 long copper, tube having single prong at top with 85mm dia 3mm thick copper base plate including hole etc complete as required. 3 Nos. 416.00 1,248.00
114 4.7 Providing and fixing G.I. tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. (For horizontal run) 100 meter 102.00 10,200.00
115 4.8 Providing and fixing copper tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required. (For vertical run) 82 meter 145.00 11,890.00
116 9.13 Providing , laying and fixing of following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep) and refilling etc. as required.
117 9.14 Providing, laying and fixing following dia RCC pipe NP2 class(light duty) in ground complete with RCC collars, joints with cement mortar 1:2 ( 1 cement : 2 fine sand ) including trenching (75 cm) and refilling etc.as required. (Road crossing as per site condition)
118 2.5. Providing & fixing following capacity busbar chamber with 4 strips of suitable size made of copper, heavy duty, complete with all accessories including connections,
119 2.6 Providing and fixing following capacity four pole off - load changeover switch with side handle operation, in sheet enclosure in existing metal board, including drilling holes in metal panel, making connections etc. as required.
2.6.2 63 Amps, double pole 1 Each 4418.00 4,418.00
Total Cost (C) = 783,365.00
120 DGS&D Brand new ISI marked Life Guard ABC type multipurpose Fire Extinguishers 4 Kgs. Capacity, fitted with pressure guage complete in all respects, ready to use, complete installation kit. 6 Nos. 7,549.75 45,298.50
Total Cost (D) = 45,298.50
121 Carriage of Materials
122 Add Extra Cost of Materials w.r.t. GAYA As Per SOR of BCD.
Add Seigniorage Fee
(A) Coarse Sand 405.141 cum 17.58 7,122.38
(B) Local Sand 275.246 cum 14.19 3,904.36
(B) Stone Chips 362.055 cum 59.54 21,555.31
Total Cost (E) = 1,859,570.40
Bench - Desk / Furniture etc.
123 Approved rate Supplying & Installing of 3 Seater Class Room Desk cum Bench combines the elegance of wood with the strength of steel. Its ergonomically designed to minimize fatigue. This three seater model is best suited for schools and colleges. Dimension-1500 x 895 x 750(Appx ) Desk panel Seat, Back-The panels are made from 18 mm thk Pre Laminated Boards with PVC edge banding on all sides, Understructure-Made of 25.4 x 25.4 mm x1.2 mm thick powder coated ERW tubes at base which are welded to the desk and seat supports that are made of 1.0 mm thk powder coated MS 'C' sections Stiffeners tat are provided between the 2 vertical frames at base and back of seat are made from 25.4 x25.4 x1.2 mm thk powder coated ERW tubes. The tubes are closed with plastic caps. Additional horizontal supports of 1.5 mm thk powder coated MS 'C' sections are placed below the desk and seat to add to the rigidity of the structure. The storage shelf is made from 0.8 mm thk powder coated MS sheet which is affixed below the desktop Hooks are provided on either sides of the vertical frame of the desk, for hanging bags/bottles They are made from 6.0 mm dia MS rods. Level adjustors are provided to take care of unevenness in floor, complete in all respect of perference make as per direction of Engineer-in-charge. 0 each 10411.00 0.00
124 Approved rate Supplying & Installing of 2 Seater Class Room Desk cum Bench combines the elegance of wood with the strength of steel. Its ergonomically designed to minimize fatigue. This two seater model is best suited for schools and colleges. Dimension-900 x 895 x 750(Appx ) Desk panel Seat, Back-The panels are made from 18 mm thick Pre Laminated Boards with PVC edge banding on all sides, Understructure-Made of 25.4 x 25.4 mm x1.2 mm thk powder coated ERW tubes at base which are welded to the desk and seat supports that are made of 1.0 mm thk powder coated MS 'C' sections Stiffeners tat are provided between the 2 vertical frames at base and back of seat are made from 25.4 x25.4 x1.2 mm thk powder coated ERW tubes. The tubes are closed with plastic caps. Additional horizontal supports of 1.5 mm thk powder coated MS 'C' sections are placed below the desk and seat to add to the rigidity of the structure. The storage shelf is made from 0.8 mm thk powder coated MS sheet which is affixed below the desktop Hooks are provided on either sides of the vertical frame of the desk, for hanging bags/bottles They are made from 6.0 mm dia MS rods. Level adjustors are provided to take care of unevenness in floor, complete in all respect of perference make as per direction of Engineer-in-charge. 0 each 7110.00 0.00
125 Approved rate Supplying & Installing of Chair (CH4) - Office chair with cantilever type frame made of dia. 2.54 cm x 14 BG thick M.S.ERW tube and powder coated without arm. Seat/Back made of chemically treated and seasoned wood, caned and furnished with melamine polish. Back size - 38.1 cm (W) x 42.4 cm (D). The under structure assembly is a cantilever type frame made of dia 2.54 cm x 14 BG thick M.S.ERW tube and powder coated, complete in all respect ct perference make as per direction of Engineer-in-charge. 0 each 3046.00 0.00
126 Approved rate Supplying & Installing of Teacher's Table made of MS ERW round tube dia 25.4 x 1.2 mm thick with 25 mm thick Pre4 Laminated top size 900 x 590 x 750 with one drawer unit made of 0.5 mm thick CRCA sheet mild steel, all steel components have powder coated paint fitted with lock, complete in all respect of perference make as per direction of Engineer-in-charge. 0 each 7536.00 0.00
127 Approved rate Supplying & Installing of Table Model T-8 Made of made of MS ERW round tube dia 25.4 x 1.2mm thick with 25mm thick Pre Laminated top size 4' x 2' with one side three drawer unt made of .5mm thick CIRCA sheet mild steel, All steel components have powder coated paint fitted with lock, complete in all respect of perference make as per direction of Engineer-in-charge. 0 each 10064.00 0.00
128 Approved rate Supplying & Installing of Bravo Mid Back Chair with seat and back are made up of 1.2 cm thick hot-pressed plywood, upholstered with fabric upholstery covers and moulded Polyurethane foam. The back foam is designed with contoured lumbar support for extra comfort. The seat has extra thick foam on front edge to give comfort to popliteal area. Dimension BACK SIZE - 47.5 cm. (W) x 58.0cm. (H) & SEAT SIZE 47 0 cm. (W) x 48.0 cm. (D). POLYURETHANE FOAM: The Polyurethane foam is moulded with density = 45 +/-2 kg/m3 and Hardness = 20 +1- 2 at 25% compression 3) ARMRESTS The one-piece armrests are injection moulded from black Co-polymer Polypropylene. 4) CENTER TILT SYNCHRO MECHANISM, PNEUATIC HEIGHT ADJUSTMENT, complete in all respect of perference make as per direction of Engineer-in-charge. 0 each 7800.00 0.00
129 Approved rate Table Model Insight 1800W Dimenstion- 1800 x 900 x 740 made of Worktop- 25 mm Thick PLB Tops with 2mm Thick PVC Edge Beading, Understructure C - Frames 1.6 mm thick M.S CFrame Supporting the Top., Legs- Dia. 38.1 x 1.6 mm thick M.S ERW tube, complete in all respect of perference make as per direction of Engineer-in-charge. 0 each 14519.00 0.00
130 Approved rate Supplying & Installing of Laboratory Table of size 1600 x 910 mm WITH MAIN STORAGE UNIT WITH CAM Lock: 900 mm D, 880 mm W with two shutters & One drawer, add one storage sink unit with cam Lock: 900 mm (W) x 355 mm (D), 3 Way Faucet Bench Mounted 3 way water fittings "Swing Gooseneck", complete in all respect of perference make as per direction of Engineer-in-charge. 0 each 68800.00 0.00
131 Approved rate Supplying & Installing of Steel Whatnot of size 2'6" x 36" x 18" with three shelves made of slotted angle Prime quality CRC sheet conforming to IS 513D/10748/5986.The pitches of the slots at 19.05mm, Panels/Shelves 6 Bend bending process of 905(L) x 448(D) of load capacity 80 Kgs. UDL Max. per shelf All fasteners of electro perk arised as per IS . 3655 -1985 Painting All Steel components of powder coated, complete in all respect of perference make as per direction of Engineer-in-charge. 0 each 3501.00 0.00
132 Approved rate Supplying & Installing of Steel Storwel Plain with Four Shelves Almirah of size 1980 x 916 x 486 MM multi bend construction and inter locking design and full length over apping doors and sides. Three-way bolting mechanism. Spot welding & CO2 weldipg. Anticorrosion treated components, oven baked powder coatinq process. Material thickness 0 9mm Top, Bottom.LH & RH sides and back material thickness - 0.9 mm, removable RH & LH main door with stiffeners materials thickness - 0.9 mm, 4 adjustable shelves of thickness - 0.8 mm, complete in all respect of perference make as per direction of Engineer-in-charge. 0 each 20353.00 0.00
133 Approved rate Providing and fixing Soft Board/Notice Board of size 1200 x 900 mm, complete in all respect of perference make as per direction of Engineer-in-charge. 0 each 4269.00 0.00
134 Approved rate Supplying & Installing of Dry - erase markers and easily cleaned Green / White Board of size 244 cm x 122 cm x 5 cm fixed on wall at proper height with clip, bracket & screws / toggle bolt. 0 each 5362.00 0.00
Total Cost (F) = 0.00
Grand Total Cost=(A)+(B)+(C)+(D)+(E)= 18,792,776.64
Add, 6%GST, beyond 12% except electrical works 'C' (M.F - 0.0536) 965,304.46
Grand Total Cost (i/c 6%GST) : 19,758,081.10
Sl.No. Group No. Name of School Panchayat Block District
1 SSS - 1060 Rajkeeykrit Jeetlal +2 High School, Nayagaon Balahpur Matihani Begusarai
Total Amount : 19,758,081.10
Rupees One Crore Ninety Seven Lac Fifty Eight Thousand Eighty One Only.
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