Residual & Repair Work of Videshwar Guneshwar +2 High School Bhith Bhagwanpur (10051603807), Block- Madhepur, District- Madhubani

BSEIDC LTD DARBHANGA

SN. SOR ITEMS UNIT NO. L B H QUANTITY AREA RATE AMOUNT

1 2.8.1 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

ALL KIND OF SOIL CUM. 319.6 0

1 20.3 Boring, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap)

2 2.29 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 1.5 m

3 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 CUM. 103.3

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. CUM. 3 5.9 0.25 0.075 0.332

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, 3 5.9 0.25 4.425

4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level 3 5.9 0.25 0.075 0.332

4.1.3 1:2:4(1 Cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) 2 3.9 0.25 0.075 0.146

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 3 5.9 0.25 0.3 1.328

5.1.1 1:1:2 (1 cement:1 coarse sand:2 graded stone aggregate 20mm nominal size) 2 3.9 0.25 0.3 0.585

5.2 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.

5.2 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.

5.2.1 1:1:2 (1 cement:1 coarse sand:2 graded stone aggregate 20mm nominal size) CUM. 7255.4

5.33A.1 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete

All work upto plinth level CUM. 4924

5.33A.1+5.33A.2.2+5.33B.1 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concreteBeams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc.Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C.

5.9.1 Centring and shuttering including strutting,propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete.

5.9.5 Centring and shuttering including strutting,propping etc. and removal of form for Lintels, beams, plinth bams, griders, bressumers and contilevers. .

5.9.6 Centring and shuttering including strutting,propping etc. and removal of form for.

Columns,Pillars, Piers, Abutments, Posts and Struts sqm 425.8

5.9.3 Centring and shuttering including strutting,propping etc. and removal of form for Suspended floors, roots, landings, balcnies and access platform. .

5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

5.22.1 Mild steel 6.00 mm dia kg. 76.1

5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. kg. 700 77.4 54180

5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. kg. 1500 76.7 115050

5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. kg. 695 75.2 52264

5.22.7D Thermo-Mechanically Treated bars TMT Fe-500-I6mrn dia. kg. 76

5.22.7E Thermo-Mechanically Treated bars TMT Fe-500-20mm dia. kg. 76

5.22.7F Thermo-Mechanically Treated bars TMT Fe-500-25rnm dia. kg. 76

6.1.12/1 Brick work with bricks of class designation 100A in foundations and plinth in :Cement mortar 1 .:4 (1 cement: 4 coarse sand ) 3 5.9 0.25 0.75 3.319

6.1.14A+6.3A Brick work with bricks of class designation 100A in foundations and plinth in :Cement mortar 1 :6 (1 cement:6 coarse sand )Extra for Brick work in superstructure above plinth level upto floor V cum 3 5.9 0.25 2.4 10.620

deduction D 1 1.2 0.25 2.4 0.720

6.18A+6.18.4A+6.19A Half brick masonry with bricks of class designation100A in foundations and plinth in :Cement mortar 1:4 (1 cement: 4 coarse send)Extra for half Brick masonry in superstructure above pinth level upto floor V level. sqm. 4 1.2 2.4 11.52 671.5 7735.68

6.21A Extra for providing and placing in position 2 Nos, 6 mm dia , MS bars at every third course of half brick masonry (with F. P. S. bricks) CUM. 4 1.2 2.4 11.52 87.7 1010.304

11.38 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. sqm 1 5.65 3.65 20.6225 736.4 15186.409

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.

17.5.1 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern,with fittings, standard size C.P. brass lush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS :2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern sqm 5 5 5643.9 28219.5

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 each 2 2 2307.1 4614.2

18.8 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 jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc. each

18.8.1 15 mm nominal outer dia Pipes 20 20 214.3 4286

18.8.2 20 mm nominal outer dia Pipes 25 25 255.7 6392.5

18.8.4 32 mm nominal outer dia Pipes m 35 35 393 13755

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. per litre 1000 7.9 7900

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 bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 1 1 32412.7 32412.7

18.32 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : m

18.32.1 With common burnt clay F.P.S.(non modular) bricks of class designation 100A m 3 3 1129.4 3388.2

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

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.

12.79.1.1 Coupler 75mm each 3 3 246.2 738.6

12.79.3.1 Single tee with door 75x75x75 mm each 3 3 450.5 1351.5

12.79.3.2 Single tee with door 110x110x110 mm each 3 3 183.1 549.3

12.79.6.1 75 mm shoe each 0 73.9

12.8 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

19.6 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 :

10.7 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.

10.12+10.13B Providing and fixing steel glazed doors, windows and ventilators 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 wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metal-sash putty of 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.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 comosite units. sqm 1 0.9 1.2 1.08 3340.3 3607.524

10.12+10.13C Providing and fixing steel glazed doors, windows and ventilators 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 wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metal-sash putty of 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.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 comosite units. 5 0.6 0.45 1.35 3348 4519.8

9.48.1 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding kg

13.11.4 12mm cement plasters of mix 1:6(1 cement: 6 coarse sand) sqm 1 3.65 5.65 2.4 44.64

13.13.4 20 mm cement plaster of mix 1:6(1 cement: 6 coarse sand) 1 5.9 3.9 3.3 64.68 173 11189.64

13.24.1 6 mm cement plasters of mix 1:4(1 cement: 4 coarse sand) 1 3.65 5.65 20.6225 117.8 2429.3305

13.26 Neat cement punning sqm. 1 3.65 5.65 0.9 16.74 38.6 646.164

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. sqm. 64.68 64.68 117.6 7606.368

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) sqm. 64.68 64.68 89.4 5782.392

13.48.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture sqm. 1 1.2 2.4 2.88

ELECTRICAL WORK

1.3 Wiringforlightpoint/fanpoint/exhaustfanpoint/call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit with modular switch , modular plate, suitable size G.I. box etc as required.

Unit Qty Rate Amount

1.3.3 Group c Each 16 724 11584

1.7 Wiring for circuit/submainwiringalongwithearthwire 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 2x2.5 sq mm +1x2.5 sq mm earth wire meter 30 161 4830

2.12 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

2.12.1 6/32 amps singel pole Each 3 192 576

carriage cost of material

cement MT. #REF! 328.25 #REF!

coarse sand CUM. #REF! 2898.7202 #REF!

local sand CUM. #REF! 262.0546 #REF!

stone chips CUM. #REF! 1794.75 #REF!

brick THD. #REF! 767.0849 #REF!

Add extra cost of materials

cement MT. #REF!

brick THD. #REF!

for two unit Rs. #REF!

Bihar State Educational Infrastructure Devlopment Corporation Ltd.

Detail Estimate for Renovation work at

M L ACADEMY DARBHANGA

SN. SOR ITEMS UNIT NO. L B H QUANTITY AREA RATE AMOUNT

15.26 Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. sqm. 1 57.04 9.296 530.24384 36.6 19406.92

15.28 Dismantling roofing including ridges, hips valleys and gutters etc. and stacking the material within 50 metres lead of:

3050E Galvanised steel corrugated sheets 0.80 mm thick quintal 1 57.04 1 57.04

o992 Galvanised steel plain sheets quintal 1 57.04 9.296 530.24384

12.33.2 Providing and laying brick tiles of class designation 100 over mumty root grouted with cement mortar 1:3 (1 cement:3 coarse sand) mixed with 2% if integral water proofing compound by weight of cement, over a 12 mm layer of cement mortar 1:3 (1 cement:3 fine sand) and finished neat. With F.P. brick tiles

1 Coarse Sand = Lead - (178kms) lakhisarai

2 Stone Chips = Source -mirza cheuki Lead = (1US+4P+285P+28.00) = 318.00 Kms.

Quarry to Railway yard Lead :- 5 Kms

Unsurface Road :- 1.5 x 11.30 x 1 = Rs. 16.95

Surface Road :- 1.5 x 9.40 x 4 = Rs. 56.40

Loading at quary site and unloading

at mirza cheuki Rly. Yard. = Rs. 192.90

Loading on Railway wagon and

unloading at darbhanga Rly. Yard. = Rs. 192.90

mirza cheuki to Darbhanga Railway yard Distace = 285.00 Kms

Rly. Freight Rates for 285 Kms. = 459.00 / MT

Add 2% devlopment surcharge = Rs. 9.18

Add 7% Busy season surcharge = Rs. 32.77

Terminal Charge (OTC+DTC) = Rs. 80.00 / MT

Rly. Freight in M³

So, carriage cost from Tinpahar Rly yard to Purnea Rly yard

darbhanga Railway yard to Work Site By Road,Lead = 28.0 Kms (P)

Carriage Cost = 1.5 x 9.40 x5 + 192.90

Total Carriage Cost = Rs. (1513.58 +263.4)*1.01

3 Local Sand = Lead - (2 P +1 K )

4 Bricks = Lead - (7P+1K)

= 767.0849 / thousands

5 Cement /Steel = Lead - 5 Kms (P)

NOS No DEPTH QTY WT

Total Wt. 11972.68

Lintel Beam 10MM 1 4 36.5 146 90.52

Stiffner 12MM 14 4 4 224 199.36

DETAIL ESTIMATE FOR PROPOSED HIGH SCHOOL BUILDING

CONTRUCTION OF HIGH SCHOOL BUILDING IN J.M. HIGH SCHOOL KAMTOUL DARBHANGA

Sn. Item No. Item Of Work Location Description Length L Breadth B Height H/ Depth No. Quantity Unit Rate (Rs.) Amount (Rs.) Remarks

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. step 10 5 1 50.00 sqft

room 24 20 1 480.00 sqft

Deduction for gap stair case 10 20 1 200.00 sqft

room 25 20 1 500.00 sqft

verandah 74.5 8 1 596.00 sqft

Total = 1296.00 sqft

#REF! Sand Filling

2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Below Foundation 0- 2.5 mtr step 10 5 0.25 1 12.50 cft

Deduction for gap

#REF! P.C.C in Footing

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) step 10 5 0.33 1 16.50 cft

Deduction for gap stair case 10 20 0.33 1 150.74 cft

verandah 74.5 8 0.33 1 385.11 cft

Total = 770.22 cft

Brick work above Plinth

#REF! 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) first floor

verandah 8 0.83 4.00 2 53.31 cft

total(A)= 2185.73 cft

Stair Room top 10 0.833 7 2 140.00 cft.

total(C.) 420.00 cft.

windows 4 0.833 4 11 -146.61 cft

stair opening 7 0.833 10 1 -58.31 cft

Stiffener 0.833 0.833 10 22 -152.66 cft

Stiffener 0.833 0.833 4 9 -24.98 cft

door in mumty 3.5 0.833 7 1 -20.41

total(B) -513.74 cft

Total Qty.(A+B+C) 2091.99 cft.

#REF! RCC work above Plinth.

5.33A+ 5.33A.2.2+5.33B.1 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc.Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C. Ground floor slab slab 73.33 28.833 0.42 1 888.02 cft.

First Floor cft.

sunshade(W) 5 2 0.25 8 20.00 cft.

openning 9.67 2 0.25 2 9.67 cft.

openning 77.333 2 0.25 1 38.67 cft.

Mumty mumty 12 22 0.42 1 110.88 cft.

stair case waste slab 10.75 5 0.5 3 80.63 cft.

Landing 10 5 0.5 1 25.00 cft.

tread+riser 5 0.25 1 35 43.75 cft.

Deduction Total (A) 2772.67 cft.

Total (B) 63.97 cft.

Total(A-B) 2708.70 cft.

#REF! 5.2.1 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 - all work upto plinth level. 1:1:2 (1cement: 1 coarse sand : 2 graded stone aggregate 20mm nominal size) First Floor stiffner 0.833 0.833 11 31 236.62 cft.

Mumty stiffner 0.833 0.833 8 6 33.31 cft.

parapet stiffner 0.833 0.833 3 20 41.63 cft.

Total 311.56 cft.

11.26.1 Providing and laying kota stone floor in different sizes{thickeness to be specified by the manufacturer} with water absorption's less than 0.08% and confirming to IS : 15622 of approved make in all colours and shades, laid on 20 mm 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 floor including rubbing and polishing complete. Details of cost for 10 sqm Ground Floor room 10.17 20 1 203.40 sqft

room 24 20 1 480.00 sqft

stair case 10 20 1 200.00 sqft

room 25 20 1 500.00 sqft

verandah 74.5 8 1 596.00 sqft

room 35 20 1 700.00 sqft

First Floor room 25 20 1 500.00 sqft

Landing 10 5 2 100.00 sqft

verandah 74.5 8 1 596.00 sqft

Total = 3875.40 sqft

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. Details of cost for 10 sqm. Ground Floor step 5 1 6 30.00 sqft

stair case 10 20 0.5 2 30.00 sqft

verandah 74.5 8 0.5 2 82.50 sqft

First Floor room 35 20 0.5 2 55.00 sqft

step 5 1 46 230.00 sqft

Riser 5 0.5 50 125.00 sqft

verandah 74.5 8 0.5 2 82.50 sqft

Total = 816.67 sqft

#REF! Plaster Work

13.11.4 12 mm cement plaster of mix ; 1:6 (1 cement : 6 coarse sand) Ground Floor room 10.17 20 11 2 663.74 sqft 2(L+B)*H

room 24 20 11 2 968.00 sqft (Lx2+Bx2)xHxNo.

stair case 10 20 11 2 440.00 sqft

verandah 74.5 8 11 2 1815.00 sqft

First Floor room 35 20 11 2 1210.00 sqft

stair case 10 20 11 2 440.00 sqft

verandah 74.5 8 11 2 1815.00 sqft

mumty 20 10 8 2 480.00 sqft

Total(A) = 9407.64 sqft

Total = 874.32 sq.m

door 3.5 7 10 -245.00 sqft

windows 4 4 22 -352.00 sqft

openning 65.833 7 1 -460.83 sqft

openning 65.833 4 1 -263.33 sqft

Total (B) -1321.16 sqft

Total(A-B) 8086.48 sqft

#REF! 13.24.2 6mm cement mix plaster of mix 1:4 (1 cement :4 coarse sand) Roof Ground Floor room 10.17 20 1 203.40 sqft

room 24 20 1 480.00 sqft

flight1+flight2+landing 35 5 1 175.00 sqft

room 25 20 1 500.00 sqft

verandah 74.5 8 1 596.00 sqft

First Floor room 35 20 1 700.00 sqft

room 25 20 1 500.00 sqft

flight1+flight2+landing 35 5 1 175.00 sqft

verandah 74.5 8 1 596.00 sqft

mumty 22 12 1 264.00 sqft

Total(A) = 13027.41 sqft

#REF! Outer Side Plaster

13.13.4 20mm Plaster 1:6(1 cement : 6 coarse sand) 73.33 30.5 25 2 5191.50 sqft.

G.F. chhajja 5.25 2.25 16 189.00 sqft.

F.F. chhajja 5.25 2.25 16 189.00 sqft.

openning chhajja 96.67 2.25 2 435.02 sqft.

F.F. chhajja 96.67 2.25 2 435.02 sqft.

parapet 194 3.00 2 1164.00 sqft.

parapet 194 0.833 1 161.60 sqft.

mumty 20 10 8 2 400.00 sqft.

Deductions Total (A) 8165.13 sqft.

openning 65.833 7 1 -460.83 sqft

openning 65.833 4 1 -263.33 sqft

Total(B) -724.16 sqft

Total(A-B) 7440.97 sqft

#REF! 11.3.1 + 11.8 Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate. Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavemerts etc.

FINISHING WORK 0.00

#REF! 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. external wall 691.54 sqm. 117.6 81,325.10

#REF! 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) external wall 691.54 sqm. 90.1 62,307.75

#REF! 13.78.2 Applying one coat of cement primer of approved brand and manufacture on wall surface: Distemper primer internal wall+ceiling 2085.04 sqm. 31.7 66,095.81

#REF! 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 internal wall+ceiling 2085.04 sqm. 46.5 96,954.36

#REF! 13.81.1 Applying priming coat with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and softwood) G.F.+F.F.+MUMTY door 3.5 7 10 245 sqft.

M.F.@ 1.2 FOR EACH SIDE 588 sqft.

#REF! 13.81.3 Applying priming coat with ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel work. G.F.+F.F. FGL 4 7 2 56.00 sqft 0.00

windows 4 4 22 352.00 sqft

main gate 10 7 1 70.00 sqft.

grill 8 7 8 448.00 sqft.

M.F.@ .5 FOR EACH SIDE 986.00 sqft

#REF! 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

#REF! 5.9.5 BEAM Ground floor slab

Centring and shuttering including strutting, proping etc. and removal of form for foundation, footings, bases of columns etc. for mass concrete. beam 21.67 0.833 1.25 4 288.90 Sqft. L*(B+H*2)*nos

First Floor Sqft.

sill band 73.33 0.33 3 146.51 Sqft.

lintel 73.33 0.50 2 146.66 Sqft.

lintel 21.67 0.50 4 86.68 Sqft.

lintel 73.33 0.83 1 122.17 Sqft.

lintel 8.833 0.83 2 29.43 Sqft.

sunshade(W) 4 0.83 8 53.31 Sqft.

openning 8 0.83 2 26.66 Sqft.

openning 65.833 0.83 1 109.68 Sqft.

Mumty beam 10 0.833 1 3 84.99 Sqft.

stair case beam 11.67 0.25 1 1 26.26 Sqft.

#REF! 5.9.6 Stiffner upto Plinth First Floor stiffner 0.833 0.833 11 31 1136.21 sq.ft.

Centring and shuttering including strutting , Propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts. Mumty stiffner 0.833 0.833 8 6 159.94 sq.ft.

parapet stiffner 0.833 0.833 3 20 199.92 sq.ft.

Total 1496.07 sq.ft.

#REF! 5.9.3 Roof Shuttering Ground floor slab slab 73.33 28.833 1 2114.32 sqft.

Centering and shuttering including strutting , propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform. First Floor sunshade(W) 5 2 8 80.00 sqft.

openning 9.67 2 2 38.68 sqft.

openning 77.333 2 1 154.67 sqft.

First Floor mumty 12 22 1 264.00 sqft.

waste slab 12 5 3 180.00 sqft.

Landing 10 5 1 50.00 sqft.

side 12 1 3 36.00 sqft.

tread+riser 5 0.5 35 87.50 sqft.

9.21.2 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 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 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 doors 3.5 7 10 245.00 sqft.

#REF! 10.1 Steel Door Frame

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. Doors 17.5 7 10 1225.00 ft.

Qty of steel 40x40x6 per mtr @ 3.5 kg 1307.16 kg. 68.2 89148.62805

#REF! 9.62.1 Providing and fixing oxidised M.S. sliding door bolts with nuts and screws etc. complete 300x16xmm 10.00 each 162.40 1,624.00

#REF! 9.66.1 Providing and fixing M.S.handles with necessary screws etc.complete125 mm 10.00 each 29.90 299.00

#REF! 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 10.00 each 40.4 404.00

#REF! 9.63.1 Providing and fixing oxidised M.S.tower bolt black finish,(barrel type) with necessary screws etc.complete 250x10mm 20.00 each 67.2 1,344.00

#REF! 10.12.1 + 10.13B Providing and fixing glazed steel doors, windows or ventilators of standard rolled steel sections, joints mitered and welded with 15x3 mm M.S. lugs10cm long with steel legs embedded in cement concrete blocks 15x10x10cm.of (1:3:6) (1cement : 3coarse sand : 6graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panels with glazing clips and special metal-sash putty of 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 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.

windows 4 4 22 352.00 sqft.

FGL 4 7 2 56.00 sqft.

#REF! 10.12.1 + 10.13C Providing and fixing glazed steel doors, windows or ventilators of standard rolled steel sections, joints mitered and welded with 15x3 mm M.S. lugs10cm long with steel legs embedded in cement concrete blocks 15x10x10cm.of (1:3:6) (1cement : 3coarse sand : 6graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panels with glazing clips and special metal-sash putty of 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 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. VENTILATOR

#REF! 9.48.2 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 FGL 4 7 2 56.00

windows 4 4 22 352.00

Total = 43.49 sqm.

Quantity @ per sqm.16kg 695.91 Kg

main gate 10 7 1 70.00 sqft.

grill 8 7 8 448.00 sqft.

Total = 518.00 sqft.

Weight @ 22 Kg 1059.11 Kg

#REF! 10.33.1 Providing & fixing hand rail by welding etc. to steel ladder railling & staircases railling including applying a priming coat of approved steel primer. MS tube (medium) 40mm nominal bore. Steel Hand Rail

#REF! 10.17 Providing & fixing M.S. Fan hook of 16 mm. dia. M.S. bar 1 Mtr. Long bent to required size and shape, placed in position and fixed in Truss Frame / RCC Slab / beam at the time of casting all complete as per building specification and direction of E/I. (Where materials is not supplied by deptt.) 28 each 137.7 3,855.60

#REF! 5.22 Reinforcement for RCC work including straightening, cutting, bending, placing in position and bonding all complete.

#REF! 4.17 Micslaneous Work

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. Plinth Protection 30.56 sq.m 417.6 12,761.86

CARRIAGE OF MATERIALS

#REF! Type of materials Lead in Km

Cement 5 #REF! MT 328.25 #REF!

Sand 178 #REF! cum 2898.72 #REF!

Local Sand 3 #REF! cum 262.05 #REF!

Stone Chips 318 #REF! cum 2122.29 #REF!

Brick 8 #REF! Thous. 767.08 #REF!

Steel 5 #REF! MT 328.25 #REF!

Difference Cost of Material w.r.t Magadh Division

Brick #REF! Thous. 332.19 #REF!

Cement #REF! MT 145.70 #REF!

Total(A+B) #REF!

Bihar State Educational Infrastructure Development Corporation Ltd.

Bill of Quantity for Residual & Repair Work of Videshwar Guneshwar +2 High School Bhith Bhagwanpur (10051603807), Block- Madhepur, District- Madhubani

Amount of B.O.Q. for Schedule Item (In Rs.) :- ₹ 1,407,047.00

Amount of E.M.D. (In Rs.) :- ₹ 28,000.00

Tender Fee- 2,500/- Time of Completion- 1 Months

Rate based on BCD SOR 2022 effective from 01.01.2022

Sl.No. Item No. Item Of Work Quantity Unit Rate (Rs.) Amount (Rs.)

1 15.2.1 Demolishing cement concrete including disposal of material within 50 metre lead: 1:3:6 or richer mix 0.000 cum. 970.900 0.00

2 15.56 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 0.000 sqm. 21.700 0.00

3 14.43 Removing white or colour wash by scrapping and sand paper in and preparing the surface smooth including necessary repair scratches etc. complete 0.000 sqm. 7.700 0.00

4 15.12.1 Desmantiling doors windows and clerestory windows (steel or wood) shutters including chowkhats, architrage, holdfasts etc. complete and stacking within 50 metres lead: Of area 3 sqm and below 0.000 each 151.800 0.00

5 6.18A+ 6.19A Half brick work (1:4) cement sand etc 9.974 sqm. 689.00 6871.81

6 6.1.14A+ 6.13A Brick work with bricks of class designation 100A in foundation and plinth in : 11.582 cum. 5761.20 66724.92

7 11.72 Brick flat soling …. 187.501 sqm. 283.30 53119.15

8 11.4 52 mm thick cement concrete flooring with metallic concrete hardener topping under layer 40 mm thick cement concrete 1:2:4(1 cement:2coarse sand:4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick metallic concrete hardener consisting of mix 1:2 (1cement hardener mix:2 stone aggregate 6 mm nominal size) by volume@ 2 liter per 50 kg of cement or as per manufacture specification. This includes cost of cement slurry, etc. but excluding the cost of nosing of steps etc. complete. 240.875 sqm 472.000 113692.76

9 4.1.3 providing P.C.C. (1:2:4) WORK Below KOTA STONE Flooring ETC. 10.253 cum 3998.100 40991.87

10 11.26.1 Kota Stone Slab Flooring Over 20 mm Thick Base Laid over and joints with grey cement slurry mixed with pigment to the shade of the slab including rubbing and etc. 161.462 sqm 1252.700 202263.45

11 11.3.1 Cement concrete 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete. 92.812 sqm. 289.100 26831.83

12 13.11.4 12 mm cement plaster of mix:1:6(1 cement: 6 coarse sand) 167.691 sqm. 141.500 23728.28

13 13.13.4 20mm Plaster 1:6(1 cement : 6 coarse sand) 39.301 sqm. 192.100 7549.68

14 13.24.2 6mm thick Cement plaster of Ceiling mix 1:4 (1 cement : 4 coarse sand) 280.400 sqm. 125.600 35218.2

15 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. 47.250 sqm. 3653.000 172604.25

16 9.48.2 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding 1607.602 kg 161.100 258984.62

17 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 781.768 sqm. 102.300 79974.87

18 13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade 560.560 sqm. 81.200 45517.47

19 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 210.831 sqm. 84.5 17815.22

20 18.80.2 p/v 110 mm dia rain water pvc pipe 10.000 nos 182.70 1827.00

21 Add Extra Cost for material TOTAL 1153715.38

Cement 352.61 BAG 4.20 1481.00

Add labourcess 1.01 1720.18

TOTAL(A) 1158588.87

22 Carriage of Material

Stone Chips 21.57 cum 2,578.91 55637.00

Local Sand 3.75 cum 277.20 1040.00

Total Carriagr(B) 168775.00

23 Add 10% Seinorage Cost for material (+) 8,102.15

24 For 18% GST (Multiplying Factor 1.0536 = 1,407,047.00

Material and Labour Analysis

Sl.No. S.O.R Code Discription of Work Unit Qty Cement Sand Stone Bricks Local Sand Mistry Labour

( D ) Construction of Hand Wash Station

1 2.8.1 Earth work in excavation in foundation trenches (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. Cft 156.23 1.77

2 2.28 Supplying and Filling in foundation with local sand and under floors including, watering, ramming consolidating and dressing complete. Cft 14.50 14.50 0.14

3 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royality all complete as per building specification and direction of E/l, Sft 58.00 174.00 2.90 0.29 0.58

4 4.1.6 Providing PCC 1:3:6 (1 Cement; 3 coarse sand :6 graded stone aggregate 40 mm nominal size) in foundation excluding the cost of centring and shuttering-all work upto plinth level Cft 19.33 2.34 7.02 14.05 0.30 2.51

5 6.1.12/1 Providing Brick work with bricks of class designation 100A in Cement mortar 1:4 (1 cement: 4 coarse sand ) in foundations and plinth . Cft 0.00 0.00 0.00 0.00 0.00 0.00

6 6.18.4A Providing 125 mm thick brick masonry with bricks of class designation 100A in wall in Cement mortar 1:4 (1 cement: 4 coarse send). Sft 147.23 4.91 19.65 706.03 1.62 3.68

7 5.1.2 Providing Reinforced cement concrete work in 1:1.5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size in Cover Slab excluding cost of centring, shuttering, finishing and reinforcement. Cft 7.15 2.05 3.07 6.14 0.11 0.93

8 5.22.7A Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. M.T 0.014 0.14 0.16

9 13.11.1+ 13.26+ 13.36.1 Providing 12 mm cement plaster of mix 1:3 (1 cement: 3 coarse sand) with 5 % Water proofing materials and neat cement punning Sft 10.69 0.15 0.55 0.17 0.24

10 13.11.4 Providing 12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand) in walls Sft 251.53 2.16 12.93 2.52 5.03

Bags M³ M³ Tho M³ Nos. Nos.

BSEIDC LTD DARBHANGA

SN. SOR ITEMS UNIT NO. L B H QUANTITY AREA RATE AMOUNT

1 2.8.1 Earth work in excavation in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

ALL KIND OF SOIL CUM. 319.6 0

1 20.3 Boring, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap)

2 2.29 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 1.5 m

3 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 CUM. 103.3

3 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. CUM. 3 5.9 0.25 0.075 0.332

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, 3 5.9 0.25 4.425

4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level 3 5.9 0.25 0.075 0.332

4.1.3 1:2:4(1 Cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) 2 3.9 0.25 0.075 0.146

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 3 5.9 0.25 0.3 1.328

5.1.1 1:1:2 (1 cement:1 coarse sand:2 graded stone aggregate 20mm nominal size) 2 3.9 0.25 0.3 0.585

5.2 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.

5.2 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.

5.2.1 1:1:2 (1 cement:1 coarse sand:2 graded stone aggregate 20mm nominal size) CUM. 7255.4

5.33A.1 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete

All work upto plinth level CUM. 4924

5.33A.1+5.33A.2.2+5.33B.1 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concreteBeams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc.Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C.

5.9.1 Centring and shuttering including strutting,propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete.

5.9.5 Centring and shuttering including strutting,propping etc. and removal of form for Lintels, beams, plinth bams, griders, bressumers and contilevers. .

5.9.6 Centring and shuttering including strutting,propping etc. and removal of form for.

Columns,Pillars, Piers, Abutments, Posts and Struts sqm 425.8

5.9.3 Centring and shuttering including strutting,propping etc. and removal of form for Suspended floors, roots, landings, balcnies and access platform. .

5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

5.22.1 Mild steel 6.00 mm dia kg. 76.1

5.22.7A Thermo-Mechanically Treated bars TMTC-500-8mm dia. kg. 700 77.4 54180

5.22.7B Thermo-Mechanically Treated bars TMTC-500-10mm dia. kg. 1500 76.7 115050

5.22.7C Thermo-Mechanically Treated bars TMTC-500-12mm dia. kg. 695 75.2 52264

5.22.7D Thermo-Mechanically Treated bars TMT Fe-500-I6mrn dia. kg. 76

5.22.7E Thermo-Mechanically Treated bars TMT Fe-500-20mm dia. kg. 76

5.22.7F Thermo-Mechanically Treated bars TMT Fe-500-25rnm dia. kg. 76

6.1.12/1 Brick work with bricks of class designation 100A in foundations and plinth in :Cement mortar 1 .:4 (1 cement: 4 coarse sand ) 3 5.9 0.25 0.75 3.319

6.1.14A+6.3A Brick work with bricks of class designation 100A in foundations and plinth in :Cement mortar 1 :6 (1 cement:6 coarse sand )Extra for Brick work in superstructure above plinth level upto floor V cum 3 5.9 0.25 2.4 10.620

deduction D 1 1.2 0.25 2.4 0.720

6.18A+6.18.4A+6.19A Half brick masonry with bricks of class designation100A in foundations and plinth in :Cement mortar 1:4 (1 cement: 4 coarse send)Extra for half Brick masonry in superstructure above pinth level upto floor V level. sqm. 4 1.2 2.4 11.52 671.5 7735.68

6.21A Extra for providing and placing in position 2 Nos, 6 mm dia , MS bars at every third course of half brick masonry (with F. P. S. bricks) CUM. 4 1.2 2.4 11.52 87.7 1010.304

11.38 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. sqm 1 5.65 3.65 20.6225 736.4 15186.409

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.

17.5.1 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern,with fittings, standard size C.P. brass lush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS :2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern sqm 5 5 5643.9 28219.5

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 each 2 2 2307.1 4614.2

18.8 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 jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc. each

18.8.1 15 mm nominal outer dia Pipes 20 20 214.3 4286

18.8.2 20 mm nominal outer dia Pipes 25 25 255.7 6392.5

18.8.4 32 mm nominal outer dia Pipes m 35 35 393 13755

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. per litre 1000 7.9 7900

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 bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 1 1 32412.7 32412.7

18.32 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : m

18.32.1 With common burnt clay F.P.S.(non modular) bricks of class designation 100A m 3 3 1129.4 3388.2

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

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.

12.79.1.1 Coupler 75mm each 3 3 246.2 738.6

12.79.3.1 Single tee with door 75x75x75 mm each 3 3 450.5 1351.5

12.79.3.2 Single tee with door 110x110x110 mm each 3 3 183.1 549.3

12.79.6.1 75 mm shoe each 0 73.9

12.8 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

19.6 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 :

10.7 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.

10.12+10.13B Providing and fixing steel glazed doors, windows and ventilators 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 wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metal-sash putty of 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.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 comosite units. sqm 1 0.9 1.2 1.08 3340.3 3607.524

10.12+10.13C Providing and fixing steel glazed doors, windows and ventilators 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 wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panes with glazing clips and special metal-sash putty of 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.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 comosite units. 5 0.6 0.45 1.35 3348 4519.8

9.48.1 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding kg

13.11.4 12mm cement plasters of mix 1:6(1 cement: 6 coarse sand) sqm 1 3.65 5.65 2.4 44.64

13.13.4 20 mm cement plaster of mix 1:6(1 cement: 6 coarse sand) 1 5.9 3.9 3.3 64.68 173 11189.64

13.24.1 6 mm cement plasters of mix 1:4(1 cement: 4 coarse sand) 1 3.65 5.65 20.6225 117.8 2429.3305

13.26 Neat cement punning sqm. 1 3.65 5.65 0.9 16.74 38.6 646.164

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. sqm. 64.68 64.68 117.6 7606.368

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) sqm. 64.68 64.68 89.4 5782.392

13.48.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture sqm. 1 1.2 2.4 2.88

ELECTRICAL WORK

1.3 Wiringforlightpoint/fanpoint/exhaustfanpoint/call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit with modular switch , modular plate, suitable size G.I. box etc as required.

Unit Qty Rate Amount

1.3.3 Group c Each 16 724 11584

1.7 Wiring for circuit/submainwiringalongwithearthwire 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 2x2.5 sq mm +1x2.5 sq mm earth wire meter 30 161 4830

2.12 Supplying and fixing following rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

2.12.1 6/32 amps singel pole Each 3 192 576

carriage cost of material

cement MT. #REF! 328.25 #REF!

coarse sand CUM. #REF! 2898.7202 #REF!

local sand CUM. #REF! 262.0546 #REF!

stone chips CUM. #REF! 1794.75 #REF!

brick THD. #REF! 767.0849 #REF!

Add extra cost of materials

cement MT. #REF!

brick THD. #REF!

for two unit Rs. #REF!

Bihar State Educational Infrastructure Devlopment Corporation Ltd.

Detail Estimate for Renovation work at

M L ACADEMY DARBHANGA

SN. SOR ITEMS UNIT NO. L B H QUANTITY AREA RATE AMOUNT

15.26 Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. sqm. 1 57.04 9.296 530.24384 36.6 19406.92

15.28 Dismantling roofing including ridges, hips valleys and gutters etc. and stacking the material within 50 metres lead of:

3050E Galvanised steel corrugated sheets 0.80 mm thick quintal 1 57.04 1 57.04

o992 Galvanised steel plain sheets quintal 1 57.04 9.296 530.24384

12.33.2 Providing and laying brick tiles of class designation 100 over mumty root grouted with cement mortar 1:3 (1 cement:3 coarse sand) mixed with 2% if integral water proofing compound by weight of cement, over a 12 mm layer of cement mortar 1:3 (1 cement:3 fine sand) and finished neat. With F.P. brick tiles

1 Coarse Sand = Lead - (178kms) lakhisarai

2 Stone Chips = Source -mirza cheuki Lead = (1US+4P+285P+28.00) = 318.00 Kms.

Quarry to Railway yard Lead :- 5 Kms

Unsurface Road :- 1.5 x 11.30 x 1 = Rs. 16.95

Surface Road :- 1.5 x 9.40 x 4 = Rs. 56.40

Loading at quary site and unloading

at mirza cheuki Rly. Yard. = Rs. 192.90

Loading on Railway wagon and

unloading at darbhanga Rly. Yard. = Rs. 192.90

mirza cheuki to Darbhanga Railway yard Distace = 285.00 Kms

Rly. Freight Rates for 285 Kms. = 459.00 / MT

Add 2% devlopment surcharge = Rs. 9.18

Add 7% Busy season surcharge = Rs. 32.77

Terminal Charge (OTC+DTC) = Rs. 80.00 / MT

Rly. Freight in M³

So, carriage cost from Tinpahar Rly yard to Purnea Rly yard

darbhanga Railway yard to Work Site By Road,Lead = 28.0 Kms (P)

Carriage Cost = 1.5 x 9.40 x5 + 192.90

Total Carriage Cost = Rs. (1513.58 +263.4)*1.01

3 Local Sand = Lead - (2 P +1 K )

4 Bricks = Lead - (7P+1K)

= 767.0849 / thousands

5 Cement /Steel = Lead - 5 Kms (P)

NOS No DEPTH QTY WT

Total Wt. 11972.68

Lintel Beam 10MM 1 4 36.5 146 90.52

Stiffner 12MM 14 4 4 224 199.36

DETAIL ESTIMATE FOR PROPOSED HIGH SCHOOL BUILDING

CONTRUCTION OF HIGH SCHOOL BUILDING IN J.M. HIGH SCHOOL KAMTOUL DARBHANGA

Sn. Item No. Item Of Work Location Description Length L Breadth B Height H/ Depth No. Quantity Unit Rate (Rs.) Amount (Rs.) Remarks

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. step 10 5 1 50.00 sqft

room 24 20 1 480.00 sqft

Deduction for gap stair case 10 20 1 200.00 sqft

room 25 20 1 500.00 sqft

verandah 74.5 8 1 596.00 sqft

Total = 1296.00 sqft

#REF! Sand Filling

2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Below Foundation 0- 2.5 mtr step 10 5 0.25 1 12.50 cft

Deduction for gap

#REF! P.C.C in Footing

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) step 10 5 0.33 1 16.50 cft

Deduction for gap stair case 10 20 0.33 1 150.74 cft

verandah 74.5 8 0.33 1 385.11 cft

Total = 770.22 cft

Brick work above Plinth

#REF! 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) first floor

verandah 8 0.83 4.00 2 53.31 cft

total(A)= 2185.73 cft

Stair Room top 10 0.833 7 2 140.00 cft.

total(C.) 420.00 cft.

windows 4 0.833 4 11 -146.61 cft

stair opening 7 0.833 10 1 -58.31 cft

Stiffener 0.833 0.833 10 22 -152.66 cft

Stiffener 0.833 0.833 4 9 -24.98 cft

door in mumty 3.5 0.833 7 1 -20.41

total(B) -513.74 cft

Total Qty.(A+B+C) 2091.99 cft.

#REF! RCC work above Plinth.

5.33A+ 5.33A.2.2+5.33B.1 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grde reinforcd cement concrete Beams, planth beams, girders, bressumers, contilevers, Suspended floors lintels roofs and staircases including spiral staircases, shelves etc.Proiding M-25 grade R.C.C. instead of M-20 grade R.C.C. Ground floor slab slab 73.33 28.833 0.42 1 888.02 cft.

First Floor cft.

sunshade(W) 5 2 0.25 8 20.00 cft.

openning 9.67 2 0.25 2 9.67 cft.

openning 77.333 2 0.25 1 38.67 cft.

Mumty mumty 12 22 0.42 1 110.88 cft.

stair case waste slab 10.75 5 0.5 3 80.63 cft.

Landing 10 5 0.5 1 25.00 cft.

tread+riser 5 0.25 1 35 43.75 cft.

Deduction Total (A) 2772.67 cft.

Total (B) 63.97 cft.

Total(A-B) 2708.70 cft.

#REF! 5.2.1 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 - all work upto plinth level. 1:1:2 (1cement: 1 coarse sand : 2 graded stone aggregate 20mm nominal size) First Floor stiffner 0.833 0.833 11 31 236.62 cft.

Mumty stiffner 0.833 0.833 8 6 33.31 cft.

parapet stiffner 0.833 0.833 3 20 41.63 cft.

Total 311.56 cft.

11.26.1 Providing and laying kota stone floor in different sizes{thickeness to be specified by the manufacturer} with water absorption's less than 0.08% and confirming to IS : 15622 of approved make in all colours and shades, laid on 20 mm 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 floor including rubbing and polishing complete. Details of cost for 10 sqm Ground Floor room 10.17 20 1 203.40 sqft

room 24 20 1 480.00 sqft

stair case 10 20 1 200.00 sqft

room 25 20 1 500.00 sqft

verandah 74.5 8 1 596.00 sqft

room 35 20 1 700.00 sqft

First Floor room 25 20 1 500.00 sqft

Landing 10 5 2 100.00 sqft

verandah 74.5 8 1 596.00 sqft

Total = 3875.40 sqft

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. Details of cost for 10 sqm. Ground Floor step 5 1 6 30.00 sqft

stair case 10 20 0.5 2 30.00 sqft

verandah 74.5 8 0.5 2 82.50 sqft

First Floor room 35 20 0.5 2 55.00 sqft

step 5 1 46 230.00 sqft

Riser 5 0.5 50 125.00 sqft

verandah 74.5 8 0.5 2 82.50 sqft

Total = 816.67 sqft

#REF! Plaster Work

13.11.4 12 mm cement plaster of mix ; 1:6 (1 cement : 6 coarse sand) Ground Floor room 10.17 20 11 2 663.74 sqft 2(L+B)*H

room 24 20 11 2 968.00 sqft (Lx2+Bx2)xHxNo.

stair case 10 20 11 2 440.00 sqft

verandah 74.5 8 11 2 1815.00 sqft

First Floor room 35 20 11 2 1210.00 sqft

stair case 10 20 11 2 440.00 sqft

verandah 74.5 8 11 2 1815.00 sqft

mumty 20 10 8 2 480.00 sqft

Total(A) = 9407.64 sqft

Total = 874.32 sq.m

door 3.5 7 10 -245.00 sqft

windows 4 4 22 -352.00 sqft

openning 65.833 7 1 -460.83 sqft

openning 65.833 4 1 -263.33 sqft

Total (B) -1321.16 sqft

Total(A-B) 8086.48 sqft

#REF! 13.24.2 6mm cement mix plaster of mix 1:4 (1 cement :4 coarse sand) Roof Ground Floor room 10.17 20 1 203.40 sqft

room 24 20 1 480.00 sqft

flight1+flight2+landing 35 5 1 175.00 sqft

room 25 20 1 500.00 sqft

verandah 74.5 8 1 596.00 sqft

First Floor room 35 20 1 700.00 sqft

room 25 20 1 500.00 sqft

flight1+flight2+landing 35 5 1 175.00 sqft

verandah 74.5 8 1 596.00 sqft

mumty 22 12 1 264.00 sqft

Total(A) = 13027.41 sqft

#REF! Outer Side Plaster

13.13.4 20mm Plaster 1:6(1 cement : 6 coarse sand) 73.33 30.5 25 2 5191.50 sqft.

G.F. chhajja 5.25 2.25 16 189.00 sqft.

F.F. chhajja 5.25 2.25 16 189.00 sqft.

openning chhajja 96.67 2.25 2 435.02 sqft.

F.F. chhajja 96.67 2.25 2 435.02 sqft.

parapet 194 3.00 2 1164.00 sqft.

parapet 194 0.833 1 161.60 sqft.

mumty 20 10 8 2 400.00 sqft.

Deductions Total (A) 8165.13 sqft.

openning 65.833 7 1 -460.83 sqft

openning 65.833 4 1 -263.33 sqft

Total(B) -724.16 sqft

Total(A-B) 7440.97 sqft

#REF! 11.3.1 + 11.8 Cement concrete flooring 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate. Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavemerts etc.

FINISHING WORK 0.00

#REF! 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. external wall 691.54 sqm. 117.6 81,325.10

#REF! 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) external wall 691.54 sqm. 90.1 62,307.75

#REF! 13.78.2 Applying one coat of cement primer of approved brand and manufacture on wall surface: Distemper primer internal wall+ceiling 2085.04 sqm. 31.7 66,095.81

#REF! 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 internal wall+ceiling 2085.04 sqm. 46.5 96,954.36

#REF! 13.81.1 Applying priming coat with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and softwood) G.F.+F.F.+MUMTY door 3.5 7 10 245 sqft.

M.F.@ 1.2 FOR EACH SIDE 588 sqft.

#REF! 13.81.3 Applying priming coat with ready mixed zinc chromate yellow primer of approved brand and manufacture on steel galvanized iron/steel work. G.F.+F.F. FGL 4 7 2 56.00 sqft 0.00

windows 4 4 22 352.00 sqft

main gate 10 7 1 70.00 sqft.

grill 8 7 8 448.00 sqft.

M.F.@ .5 FOR EACH SIDE 986.00 sqft

#REF! 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

#REF! 5.9.5 BEAM Ground floor slab

Centring and shuttering including strutting, proping etc. and removal of form for foundation, footings, bases of columns etc. for mass concrete. beam 21.67 0.833 1.25 4 288.90 Sqft. L*(B+H*2)*nos

First Floor Sqft.

sill band 73.33 0.33 3 146.51 Sqft.

lintel 73.33 0.50 2 146.66 Sqft.

lintel 21.67 0.50 4 86.68 Sqft.

lintel 73.33 0.83 1 122.17 Sqft.

lintel 8.833 0.83 2 29.43 Sqft.

sunshade(W) 4 0.83 8 53.31 Sqft.

openning 8 0.83 2 26.66 Sqft.

openning 65.833 0.83 1 109.68 Sqft.

Mumty beam 10 0.833 1 3 84.99 Sqft.

stair case beam 11.67 0.25 1 1 26.26 Sqft.

#REF! 5.9.6 Stiffner upto Plinth First Floor stiffner 0.833 0.833 11 31 1136.21 sq.ft.

Centring and shuttering including strutting , Propping etc. and removal of form for columns, pillars, piers, abutments, posts and struts. Mumty stiffner 0.833 0.833 8 6 159.94 sq.ft.

parapet stiffner 0.833 0.833 3 20 199.92 sq.ft.

Total 1496.07 sq.ft.

#REF! 5.9.3 Roof Shuttering Ground floor slab slab 73.33 28.833 1 2114.32 sqft.

Centering and shuttering including strutting , propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platform. First Floor sunshade(W) 5 2 8 80.00 sqft.

openning 9.67 2 2 38.68 sqft.

openning 77.333 2 1 154.67 sqft.

First Floor mumty 12 22 1 264.00 sqft.

waste slab 12 5 3 180.00 sqft.

Landing 10 5 1 50.00 sqft.

side 12 1 3 36.00 sqft.

tread+riser 5 0.5 35 87.50 sqft.

9.21.2 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 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 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 doors 3.5 7 10 245.00 sqft.

#REF! 10.1 Steel Door Frame

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. Doors 17.5 7 10 1225.00 ft.

Qty of steel 40x40x6 per mtr @ 3.5 kg 1307.16 kg. 68.2 89148.62805

#REF! 9.62.1 Providing and fixing oxidised M.S. sliding door bolts with nuts and screws etc. complete 300x16xmm 10.00 each 162.40 1,624.00

#REF! 9.66.1 Providing and fixing M.S.handles with necessary screws etc.complete125 mm 10.00 each 29.90 299.00

#REF! 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 10.00 each 40.4 404.00

#REF! 9.63.1 Providing and fixing oxidised M.S.tower bolt black finish,(barrel type) with necessary screws etc.complete 250x10mm 20.00 each 67.2 1,344.00

#REF! 10.12.1 + 10.13B Providing and fixing glazed steel doors, windows or ventilators of standard rolled steel sections, joints mitered and welded with 15x3 mm M.S. lugs10cm long with steel legs embedded in cement concrete blocks 15x10x10cm.of (1:3:6) (1cement : 3coarse sand : 6graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panels with glazing clips and special metal-sash putty of 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 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.

windows 4 4 22 352.00 sqft.

FGL 4 7 2 56.00 sqft.

#REF! 10.12.1 + 10.13C Providing and fixing glazed steel doors, windows or ventilators of standard rolled steel sections, joints mitered and welded with 15x3 mm M.S. lugs10cm long with steel legs embedded in cement concrete blocks 15x10x10cm.of (1:3:6) (1cement : 3coarse sand : 6graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of glass panels with glazing clips and special metal-sash putty of 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 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. VENTILATOR

#REF! 9.48.2 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 FGL 4 7 2 56.00

windows 4 4 22 352.00

Total = 43.49 sqm.

Quantity @ per sqm.16kg 695.91 Kg

main gate 10 7 1 70.00 sqft.

grill 8 7 8 448.00 sqft.

Total = 518.00 sqft.

Weight @ 22 Kg 1059.11 Kg

#REF! 10.33.1 Providing & fixing hand rail by welding etc. to steel ladder railling & staircases railling including applying a priming coat of approved steel primer. MS tube (medium) 40mm nominal bore. Steel Hand Rail

#REF! 10.17 Providing & fixing M.S. Fan hook of 16 mm. dia. M.S. bar 1 Mtr. Long bent to required size and shape, placed in position and fixed in Truss Frame / RCC Slab / beam at the time of casting all complete as per building specification and direction of E/I. (Where materials is not supplied by deptt.) 28 each 137.7 3,855.60

#REF! 5.22 Reinforcement for RCC work including straightening, cutting, bending, placing in position and bonding all complete.

#REF! 4.17 Micslaneous Work

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. Plinth Protection 30.56 sq.m 417.6 12,761.86

CARRIAGE OF MATERIALS

#REF! Type of materials Lead in Km

Cement 5 #REF! MT 328.25 #REF!

Sand 178 #REF! cum 2898.72 #REF!

Local Sand 3 #REF! cum 262.05 #REF!

Stone Chips 318 #REF! cum 2122.29 #REF!

Brick 8 #REF! Thous. 767.08 #REF!

Steel 5 #REF! MT 328.25 #REF!

Difference Cost of Material w.r.t Magadh Division

Brick #REF! Thous. 332.19 #REF!

Cement #REF! MT 145.70 #REF!

Total(A+B) #REF!

Bihar State Educational Infrastructure Development Corporation Ltd.

Bill of Quantity for Residual & Repair Work of Videshwar Guneshwar +2 High School Bhith Bhagwanpur (10051603807), Block- Madhepur, District- Madhubani

Amount of B.O.Q. for Schedule Item (In Rs.) :- ₹ 1,407,047.00

Amount of E.M.D. (In Rs.) :- ₹ 28,000.00

Tender Fee- 2,500/- Time of Completion- 1 Months

Rate based on BCD SOR 2022 effective from 01.01.2022

Sl.No. Item No. Item Of Work Quantity Unit Rate (Rs.) Amount (Rs.)

1 15.2.1 Demolishing cement concrete including disposal of material within 50 metre lead: 1:3:6 or richer mix 0.000 cum. 970.900 0.00

2 15.56 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 0.000 sqm. 21.700 0.00

3 14.43 Removing white or colour wash by scrapping and sand paper in and preparing the surface smooth including necessary repair scratches etc. complete 0.000 sqm. 7.700 0.00

4 15.12.1 Desmantiling doors windows and clerestory windows (steel or wood) shutters including chowkhats, architrage, holdfasts etc. complete and stacking within 50 metres lead: Of area 3 sqm and below 0.000 each 151.800 0.00

5 6.18A+ 6.19A Half brick work (1:4) cement sand etc 9.974 sqm. 689.00 6871.81

6 6.1.14A+ 6.13A Brick work with bricks of class designation 100A in foundation and plinth in : 11.582 cum. 5761.20 66724.92

7 11.72 Brick flat soling …. 187.501 sqm. 283.30 53119.15

8 11.4 52 mm thick cement concrete flooring with metallic concrete hardener topping under layer 40 mm thick cement concrete 1:2:4(1 cement:2coarse sand:4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick metallic concrete hardener consisting of mix 1:2 (1cement hardener mix:2 stone aggregate 6 mm nominal size) by volume@ 2 liter per 50 kg of cement or as per manufacture specification. This includes cost of cement slurry, etc. but excluding the cost of nosing of steps etc. complete. 240.875 sqm 472.000 113692.76

9 4.1.3 providing P.C.C. (1:2:4) WORK Below KOTA STONE Flooring ETC. 10.253 cum 3998.100 40991.87

10 11.26.1 Kota Stone Slab Flooring Over 20 mm Thick Base Laid over and joints with grey cement slurry mixed with pigment to the shade of the slab including rubbing and etc. 161.462 sqm 1252.700 202263.45

11 11.3.1 Cement concrete 1:2:4(1 cement:2 coarse:sand:4 graded stone agregate) finished with a floating coat of neat cement including cement slurry, etc. but excluding the cost of nosing of steps etc. complete. 92.812 sqm. 289.100 26831.83

12 13.11.4 12 mm cement plaster of mix:1:6(1 cement: 6 coarse sand) 167.691 sqm. 141.500 23728.28

13 13.13.4 20mm Plaster 1:6(1 cement : 6 coarse sand) 39.301 sqm. 192.100 7549.68

14 13.24.2 6mm thick Cement plaster of Ceiling mix 1:4 (1 cement : 4 coarse sand) 280.400 sqm. 125.600 35218.2

15 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. 47.250 sqm. 3653.000 172604.25

16 9.48.2 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding 1607.602 kg 161.100 258984.62

17 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 781.768 sqm. 102.300 79974.87

18 13.79.1 Finishing walls with water proofing cement paint of approved brand and manufacture and of required shade to give an even shade 560.560 sqm. 81.200 45517.47

19 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 210.831 sqm. 84.5 17815.22

20 18.80.2 p/v 110 mm dia rain water pvc pipe 10.000 nos 182.70 1827.00

21 Add Extra Cost for material TOTAL 1153715.38

Cement 352.61 BAG 4.20 1481.00

Add labourcess 1.01 1720.18

TOTAL(A) 1158588.87

22 Carriage of Material

Stone Chips 21.57 cum 2,578.91 55637.00

Local Sand 3.75 cum 277.20 1040.00

Total Carriagr(B) 168775.00

23 Add 10% Seinorage Cost for material (+) 8,102.15

24 For 18% GST (Multiplying Factor 1.0536 = 1,407,047.00

Material and Labour Analysis

Sl.No. S.O.R Code Discription of Work Unit Qty Cement Sand Stone Bricks Local Sand Mistry Labour

( D ) Construction of Hand Wash Station

1 2.8.1 Earth work in excavation in foundation trenches (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. Cft 156.23 1.77

2 2.28 Supplying and Filling in foundation with local sand and under floors including, watering, ramming consolidating and dressing complete. Cft 14.50 14.50 0.14

3 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royality all complete as per building specification and direction of E/l, Sft 58.00 174.00 2.90 0.29 0.58

4 4.1.6 Providing PCC 1:3:6 (1 Cement; 3 coarse sand :6 graded stone aggregate 40 mm nominal size) in foundation excluding the cost of centring and shuttering-all work upto plinth level Cft 19.33 2.34 7.02 14.05 0.30 2.51

5 6.1.12/1 Providing Brick work with bricks of class designation 100A in Cement mortar 1:4 (1 cement: 4 coarse sand ) in foundations and plinth . Cft 0.00 0.00 0.00 0.00 0.00 0.00

6 6.18.4A Providing 125 mm thick brick masonry with bricks of class designation 100A in wall in Cement mortar 1:4 (1 cement: 4 coarse send). Sft 147.23 4.91 19.65 706.03 1.62 3.68

7 5.1.2 Providing Reinforced cement concrete work in 1:1.5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20mm nominal size in Cover Slab excluding cost of centring, shuttering, finishing and reinforcement. Cft 7.15 2.05 3.07 6.14 0.11 0.93

8 5.22.7A Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. M.T 0.014 0.14 0.16

9 13.11.1+ 13.26+ 13.36.1 Providing 12 mm cement plaster of mix 1:3 (1 cement: 3 coarse sand) with 5 % Water proofing materials and neat cement punning Sft 10.69 0.15 0.55 0.17 0.24

10 13.11.4 Providing 12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand) in walls Sft 251.53 2.16 12.93 2.52 5.03

Bags M³ M³ Tho M³ Nos. Nos.