PROPOSED ADVANCE COMMUNITY CENTRE IN AMNOUR POLICE STATION ,SARAN, BIHAR

NAME OF WORK : PROPOSED ADVANCE COMMUNITY CENTRE , IN AMNOUR POLICE STATION ,SARAN, BIHAR

Summary of Estimated Cost

Sl. No. Particulars Total Estimated Amount (Rs.)

2 Concrete Works

3 Reinforced cement concrete works

4 Masonary Works

7 Flooring Works

8 Plaster & Finishing works

11 Carriage of Materials

Total (Civil Works) : Rs.

5.36% GST on Total

12 Seigniorage Fee

14 Extra royalty

15 Deduction of gst on cement

NAME OF WORK : PROPOSED ADVANCE COMMUNITY CENTRE , IN AMNOUR POLICE STATION ,SARAN, BIHAR

Estimate of Cost

Items Covered Under BCD-SOR-2022, effective from 01.01.2022

Sl. No./ Code. SOR-22 Description of Work Unit Qty. Rate (Rs.) Amount (Rs.)

1.1/ 2.6 Earth work in excavation over areas ( exceeding 30 cm in depth. 1.5 m in width as well es 10 sqm on plan) including disposal of excavated earth , lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed.

2.6.1 All kinds of soil cum 314.9

1.2/ 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering lead. cum 123.9 12160

1.3/ 2.28 Supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum 287.3 0 25000

2 Concrete Work 0

2.1/ 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 0.33

2.1.1/ 4.1.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) cum 3998.1 0

3 Reinforced Cement Concrete Works 70543

3.1/ 5.9 Centring and shuttering including strutting, propping etc. and removal of form for: 55175

3.1.1/ 5.9.1 Foundations, footings, bases of columns, etc., for mass concrete. sqm 211.6 0

3.1.2/ 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 437.5 164997

3.1.3/ 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 404.7 158537

3.1.4/ 5.9.6 Columns, Pillars, Piers, Abutments, Post and struts sqm 494.4 0

3.1.6/ 5.9.19 Wheather shade, Chajja, corbels etc., including edges. sqm 550.9 0

3.2/ 5.22 Reinforcement for RCC work including straightening. Cutting, bending, placing in position and binding all complete. 0.5

Thermo-Mechanically Treated bars 0

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cementcontent as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and including retard setting of concrete, improve workability without impairing strength and admixtures in recommended proportions as per IS: 9103 to accelerate,reinforcement,durability as per direction of Engineer-incharge. 37423

3.3.1/ 5.33.1 All work upto plinth level cum 5063.4 0

3.3.2/ 5.33.2 All work from plinth level upto floor V level. cum 5863.2 1891

4 Masonary Work 0

4.1/ 6.1 Brick work with bricks of class designation 100A in foundations and plinth in : 0 0

4.1.1/ 6.1.112A Cement mortar 1:4(1 cement : 4 coarse sand) cum 5017.9 486 130903

6.1.14A+ 6.3A Extra for Brick work in superstructure above plinth level upto floor V cum Cement mortar 1:6 (1 cement: 6 coarse sand ) Cum 0 0

5 Wood Work 78380

5.1/ 9.21 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type,core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 10014

5.1.1/ 9.21.1 35 mm thick including ISI marked Stainless Steel butt hingeswith necessary screws sqm 1775.3 48781

5.2/ 9.96 Providing and fixing aluminium sliding door bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete: 16344

5.4/ 9.98 Providing and fixing aluminium pull bolt lock, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour and shade, with necessary screws bolts, nut and washers etc. complete. each 10 78.4 571

5.5/ 9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete: 486

5.6/ 9.101 Providing and fixing aluminium hanging floor door stopper, ISI marked, 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. 23469

5.6.1/ 9.101.2 Twin rubber stopper each 8 60.8 2977

6 Steel Work 13034

6.1/ 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. sqm 3435.6 56118.67

6.2/ 10.15 Providing and fixing pressed steel door frame confirming IS code 4351 manufactured from commerical mild steel sheet of 1.25 mm thickness including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50 x 25 mm or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by . mechnical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: 0

6.2.1/ 10.15.2.1 Fixing with adjustable lugs with split end tail to each jamb Metre 432.6 78380

6.3/10.18 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 each 18 165.4 48781

6.4/ 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.). kg. 546.8 16344

6.5/ 9.48 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. -0.05

6.5.1/ 9.48.1 Fixed to steel windows by welding. kg. 144.5 58959

7 Flooring work 9101

7.1/ 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/I. sqm 283.3 63628

7.2/ 11.41.A Providing and laying Vitrified tiles in floor in different sizes {thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only.Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. 50038

7.2.1/ 11.41.A2 Glazed vitrified floor tiles polished finish of size 0

7.3/ 11.37 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such shades except white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cementand matching pigment etc., complete. sqm 686.8 1211.75

7.4/ 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 (1cement : 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. sqm 795 0

7.5/ 11.55 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :

7.5.1/ 11.55.1 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. sqm 2147.7 23468.55

8 Plaster & Finishing Works 0

8.1/ 13.11 12 mm cement plaster of mix 0

8.2/ 13.12 15 mm cement plaster on rough side of single or half brick wall of mix. 0

8.2.1/ 13.12.4 1:6 (1 cement: 6 coarse sand) sqm 162.8 13033.9

8.3/ 13.24 6 mm cement plaster to ceiling of mix. 0

8.3.1/ 13.24.2 1:4 (1 cement : 4 coarse sand) sqm 125.6 0

8.4/ 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 105.4 56118.9

8.5/ 13.77 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade. 0

8.5.1/ 13.77.2 New work (two or more coats) over and including priming coat with cement primer. sqm 102.3 0

8.6/ 13.81 Applying priming coat: 78379.98

8.6.1/ 13.81.1 With ready mixed pink or grey primer of approved brand and manufacture on woodwork (hard and soft wood) sqm 39.7 0

8.8/ 13.116 Forming groove of uniform size from 12 x 12 mm and upto 25 x 15 mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-charge. Metre 47.1 0

8.9/ 13.26 Neat Cement punning Sqm 40.5 0

8.10/ 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade : 0

8.10.1/ 13.46.1 New work (Two or more coat applied @ 1.67 Ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 sqm) Sqm 137 0

11 Carriage of Materials 58958.81

(I) Bricks Per Nos 0/00 1193 0

(ii) Coarse Sand cum 18648.74

(iii) Stone Chips cum 0

(iv) Local sand cum 0

Sub Total '11' (Carriage of Materials): Rs. 63627.87

12 DIFF COST OF CEMENT - 0

(i) Cement Bag -18.66 0

12 Difference in cost of Materials 0

(i) Cement bag 616 0 0 0

(ii) Bricks per 1000 nos 30784 0 0 0

Sub Total '12' (Difference in cost of Materials): Rs. 0 1212.17

13 EXTRA ROYALTY on mining material under notification no. 2961 Dated 06.05.2026 Govt. of Bihar,Minning Department.

Qty. Rate 15693.35

Extra royalty of stone chips cum 468.28 2108225.16

Extra royalty of Sand cum 133.79

Brick thousand 73.59

REDUCE GST ON CEMENT FROM 28% TO 18% wef 22.9.2025

Deduction gst on cement 0 bag 23.5

13 Seigniorage Fee

(I) Bricks per 1K nos 490.7

(iii) Stone chips Cum 94.54

(iv) Local Sand Cum

SUM TOTAL AMOUNT

Seigniorage Fee

Bricks /Th. 8.7

C-Sand m3 17.58

S-Chips m3 59.54

L-sand m3 14.19

NAME OF WORK : PROPOSED ADVANCE COMMUNITY CENTRE , IN AMNOUR POLICE STATION ,SARAN, BIHAR

Summary of Estimated Cost

Sl. No. Particulars Estimated Amount (Rs.)

1 Cost for Civil Works :

2 Cost for Sanitary Works :

3 Cost for Septic Tank :

4 Cost for Electrical Works :

5 Manual Boring Works :

1% upto 100 Lac 1% upto 100 Lac 33433

NAME OF WORK : PROPOSED ADVANCE COMMUNITY CENTRE , IN AMNOUR POLICE STATION ,SARAN, BIHAR

Detailed Estimate of Quantities

Sl. No. Item No. L B H/D Qty. Unit

1.1 Earth work in excavation over areas ( exceeding 30 cm in depth. 1.5 m in width as well es 10 sqm on plan) including disposal of excavated earth , lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed.

1.2 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering lead.

Local sand filling cum

Foundation R.C.C cum

1.3 Supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete.

Foundation 12 2.3 0.08 cum

Plinth Area 9.3 0.75 cum

Varandah 9.05 1.2 0.75 cum

Plinth Protection Lacal Sand Filling 0.6 0.08 cum

Front portion 9.45 1.2 0.7 cum

Foundation + Plinth Total cum

2 Concrete work

2.1 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)

Foundation 12 2.3 0.1 cum

2.2 Plinth 0.1 cum

2.3 Varandah 0.1 cum

2.4 Front Portion 0.1 cum

Pinth peotection 0.6 0.1 cum

3.1 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cementcontent as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and including retard setting of concrete, improve workability without impairing strength and admixtures in recommended proportions as per IS: 9103 to accelerate,reinforcement,durability as per direction of Engineer-incharge.

All work upto plinth level

Column-C1 12 0.25 0.4 cum

Column-C2 2 0.25 0.25 cum

Grid - A 1 0.25 0.4 cum

Grid - B 1 0.25 0.4 cum

Grid - C 1 0.25 0.4 cum

Grid - D 1 0.25 0.4 cum

Grid - 1 1 0.25 0.4 cum

Grid - 2 1 0.25 0.4 cum

Grid - 3 1 0.25 0.4 cum

Grid - 4 1 0.25 0.4 cum

Grid - 5 1 0.25 0.4 cum

Beam along X-direction 2 0.13 0.4 cum

Beam along X-direction 1 0.13 0.4 cum

Beam along X-direction 1 0.13 0.4 cum

Beam along Y-direction 1 0.13 0.4 cum

Beam along Y-direction 1 0.13 0.4 cum

Beam along Y-direction 1 0.13 0.4 cum

Beam along Y-direction 2 0.25 0.4 cum

verandha front and side 1 0.25 0.2 cum

Grid - A 1 0.25 0.15 cum

Grid - B 1 0.25 0.15 cum

Grid - C 1 0.25 0.15 cum

Grid - D 1 0.25 0.15 cum

Beam along X-direction 2 1.5 0.13 0.15 cum

Beam along X-direction 1 2.7 0.13 0.15 cum

Beam along X-direction 1 2.88 0.13 0.15 cum

Beam along Y-direction 1 4.65 0.13 0.15 cum

Beam along Y-direction 1 1.05 0.13 0.15 cum

Beam along Y-direction 1 1.38 0.13 0.15 cum

Beam along Y-direction 2 1.2 0.25 0.15 cum

5.33.2 All work from plinth level upto floor V level.

Ground Floor Column

Column 250x400 6 0.25 0.4 4 cum

Column 250x400 6 0.25 0.4 5.4 cum

Grid - A 1 0.25 0.3 cum

Grid - B 2 0.25 0.3 cum

Grid - C 2 0.25 0.3 cum

Grid - D 1 0.25 0.3 cum

Grid - 1 2 0.25 0.3 cum

Grid - 2 2 0.25 0.3 cum

Grid - 3 1 0.25 0.3 cum

Grid - 4 2 0.25 0.3 cum

Grid - 5 1 0.25 0.3 cum

Beam along X-direction 2 1.5 0.13 0.25 cum

Beam along X-direction 1 2.7 0.13 0.25 cum

Beam along X-direction 1 2.88 0.13 0.25 cum

Beam along Y-direction 1 4.65 0.13 0.25 cum

Beam along Y-direction 1 1.05 0.13 0.25 cum

Beam along Y-direction 1 1.38 0.13 0.25 cum

Beam along Y-direction 2 1.2 0.25 0.25 cum

Span Left 1 5.33 0.13 cum

Span Right 1 5.33 0.13 cum

total Roof slab Total cum

Grid - A 1 0.25 0.15 cum

Grid - D 1 0.25 0.15 cum

grid 2 1 0.13 0.15 cum

Beam along X-direction 2 1.5 0.13 0.15 cum

Beam along X-direction 1 2.7 0.13 0.15 cum

Beam along X-direction 1 2.88 0.13 0.15 cum

Beam along Y-direction 2 4.65 0.13 0.15 cum

Beam along Y-direction 2 3.78 0.13 0.15 cum

Beam along Y-direction 1 1.05 0.13 0.15 cum

Beam along Y-direction 1 1.38 0.13 0.15 cum

Band At Mid Of The Wall(125mm thickness wall) 1 0.25 0.08 cum

Band At Mid Of The Wall(250mm thickness wall) 1 0.13 0.08 cum

5.22 Reinforcement for RCC work including straightening. Cutting, bending, placing in position and binding all complete.

Thermo-Mechanically Treated bars

All Works upto PL

Column upto PL cum

Plinth Beam Cum

RCC Above plinth

lintel and band cum

All Concreting Work 3.3.1+3.3.2 cum 1600

Reinforcement for RCC Work

Foundation cum @ 100 kg/cum MT

Columns cum @ 100 kg/cum MT 4000

Grade + Plinth Beam cum @ 100 kg/cum MT

Roof Beam cum @ 100 kg/cum MT

Roof Slab cum @ 100 kg/cum MT

Lintel cum @ 80 kg/cum MT

RCC Chajja cum @ 70 kg/cum MT

16 mm dia. Kg FT1 5 2.1 2.1 0.2 4.41 cum

3.5 Centring and Shuttering

3.5.1 Foundation, footings

FT1 12 0.45 sqm

3.5.2 Suspended Floor Roof Landing

Span Left 1 5.33 sqm

Span Right 1 5.33 sqm

Portico 1 0.25 0.3

Total sqm Grid - B 1 0.25 0.3

3.5.3 Lintels, beams, plinth beams, girders, bressumers and cantilevers. Grid - C

Grade Beam Grid - D 1 0.25 0.3

Grid - A 2 8.1 0.4 sqm Beam along X-direction 1 1.05 0.125 0.3

Grid - B 2 8.55 0.4 sqm Beam along X-direction 1 1.38 0.125 0.3

Grid - C 2 8.46 0.4 sqm Beam along Y-direction

Grid - D 2 8.25 0.4 sqm Beam along Y-direction

Grid - 1 2 8.15 0.4 sqm Beam along Y-direction

Grid - 2 2 8.15 0.4 sqm

Grid - 3 2 2.73 0.4 sqm

Grid - 4 2 8.55 0.4 sqm

Grid - 5 2 2.7 0.4 sqm

Beam along X-direction 2 1.5 0.4 sqm

Beam along X-direction 2 2.7 0.4 sqm Grid - C 1 14.24 0.25 0.5

Beam along X-direction 2 2.88 0.4 sqm Grid - B 1 14.24 0.25 0.5

Beam along Y-direction 2 4.65 0.4 sqm Grid - A 1 12.34 0.25 0.5

Beam along Y-direction 2 1.05 0.4 sqm Grid - 1 1 10.3 0.25 0.5

Beam along Y-direction 2 1.38 0.4 sqm Grid - 2 1 10.3 0.25 0.5

Beam along Y-direction 2 1.2 0.4 sqm

verandha front and side 2 0.2 cum Grid - 4 1 2.88 0.125 0.3

Plinth Beam Beam along X-direction 1 4.65 0.125 0.3

Grid - A 2 0.15 sqm Beam along X-direction 1 1.05 0.125 0.3

Grid - B 2 0.15 sqm Beam along X-direction 1 1.38 0.125 0.3

Grid - C 2 0.15 sqm Beam along Y-direction

Grid - D 2 0.15 sqm Beam along Y-direction

Grid - 1 2 0.15 sqm Beam along Y-direction

Grid - 2 2 0.15 sqm

Grid - 3 2 0.15 sqm

Grid - 4 2 0.15 sqm

Grid - 5 2 0.15 sqm

Beam along X-direction 2 0.15 sqm

Beam along X-direction 2 0.15 sqm Grid - C 1 14.24 0.25 0.5

Beam along X-direction 2 0.15 sqm Grid - B 1 14.24 0.25 0.5

Beam along Y-direction 2 0.15 sqm Grid - A 1 12.34 0.25 0.5

Beam along Y-direction 2 0.15 sqm Grid - 1 1 10.3 0.25 0.5

Beam along Y-direction 2 0.15 sqm Grid - 2 1 10.3 0.25 0.5

Beam along Y-direction 2 0.15 sqm

Grid - 1 2 0.4 sqm

Grid - A 2 0.4 sqm

Grid - 4 2 0.4 sqm

Grid - D 2 0.4 sqm

Grid - 4 1 3.2 sqm

Beam along X-direction 2 1.5 sqm

Beam along X-direction 1 2.7 sqm 1 63.65 0.25 0.1

Beam along X-direction 1 2.88 sqm 1 55.53 0.125 0.1

Beam along Y-direction 1 4.65 sqm

Beam along Y-direction 1 1.05 sqm Band At Mid Of The Wall(125mm thickness wall)

Beam along Y-direction 1 1.38 sqm Band At Mid Of The Wall(250mm thickness wall) 2 0.3 0.45

RCC Band 2 0.3 0.45

Beam along X-direction 2 1.5 cum

Beam along X-direction 1 2.7 cum

Beam along X-direction 1 2.88 cum

Beam along Y-direction 2 4.65 cum

Beam along Y-direction 2 3.78 cum

Beam along Y-direction 1 1.05 cum

Beam along Y-direction 1 1.38 cum

Band At Mid Of The Wall(125mm thickness wall) 2 0.08 cum

Band At Mid Of The Wall(250mm thickness wall) 2 0.08 cum

sqm Column B1 & A1 7 0.3 0.45

Total sqm Column D2 7 0.3 0.5

3.5.4 Column, Pillar, Piers Ground Floor Column

Column (250x400) 12 sqm Column 300x450

Column (250x250) 2 1.8 sqm Column 300x500

Column First Floor Column

Column (250x400) 6 1.3 4 sqm

Column (250x400) 6 1.3 5.4 sqm

Column (250x250) 2 1 3.3 sqm

3.5.6 Wheather shade chhajja / 0.1 sqm

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

4.1 Brick work in verandah front and back 1 0.25 cum

4.1.1 Brick work upto Plinth Outer Surface(Above Grade Beam) 1 0.25 0.2 cum

4.1.2 Extra for Brick work in superstructure above plinth level upto floor V cum Cement mortar 1:6 (1 cement: 6 coarse sand )

Outer wall(X- Direction)

Wall 1 0.25 3.6 cum

Outer wall(Y- Direction)

Wall 1 9.3 0.25 3.6 cum

Column -4 0.25 0.25 3.6 cum

Column -4 0.4 0.25 3.6 cum

Column -5 0.4 0.25 4 cum

Column -1 0.25 0.25 4 cum

Internal Wall (125mm Thickness 1:4 of Mortar)

Wall(X- Direction)

Toilet And SHO Cham 1 2.7 0.13 cum

Waitting hall And SHO Office 1 1.2 0.13 cum

Control Room and nirvaya 1 2.73 0.13 cum

Toilet (M&F) 2 1.5 0.13 4.85 cum

SHO Office 1 1.63 0.13 4.85 cum

Nirbhaya Office and Toilet 1 3 0.13 4.85 cum

3 Nos Toilet (M&F) 1 4.78 0.13 cum

at SHO chamber & waiting hall 1 3.78 0.13 4.85 cum

SHO Office and Nirbhaya Office 1 4.65 0.13 4.85 cum

Control Room and Waiting 1 3.75 0.13 4.85 cum

changing room 1 1.38 0.13 4.42 cum

SHO Office Door 1 1.18 0.13 4.85 cum

Water Cooler Area 1 1.05 0.13 4 cum

Total Total cum

5.1 P/F Flush Door Shutter

5.2 P/F Aluminium tower bolt

5.3 P/F SS L-drops for Door

5.4 P/F Aluminium handle

Door 10 x 2 Nos

5.5 P/F Aluminium flower door stopper

6.1 P/F uPVC window

6.2 P/F Presed Steel door frame

SS Railing 6.3 SS Railing 6.3 SS Railing 6.3 SS Railing 6.3 SS Railing 6.3 SS Railing 6.3 SS Railing 6.3 SS Railing 6.3 SS Railing 6.3 SS Railing 6.3 SS Railing 6.3 SS Railing 6.3 SS Railing 6.3 SS Railing 6.3 SS Railing 6.3 SS Railing 6.3 SS Railing 6.3 SS Railing 6.3 SS Railing 6.3 SS Railing 6.3 SS Railing 6.3 SS Railing 6.3 SS Railing 6.3 SS Railing 6.3 SS Railing 6.3 SS Railing 6.3 SS Railing 6.3 SS Railing 6.3 SS Railing 6.3 SS Railing

6.3 SS Railing kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg

Varandah 2 8.7 1.2 sqm P/F MS Grill to window 6.4 P/F MS Grill to window 6.4 P/F MS Grill to window 6.4 P/F MS Grill to window 6.4 P/F MS Grill to window 6.4 P/F MS Grill to window 6.4 P/F MS Grill to window 6.4 P/F MS Grill to window 6.4 P/F MS Grill to window 6.4 P/F MS Grill to window 6.4 P/F MS Grill to window 6.4 P/F MS Grill to window 6.4 P/F MS Grill to window 6.4 P/F MS Grill to window 6.4 P/F MS Grill to window 6.4 P/F MS Grill to window 6.4 P/F MS Grill to window 6.4 P/F MS Grill to window 6.4 P/F MS Grill to window 6.4 P/F MS Grill to window 6.4 P/F MS Grill to window 6.4 P/F MS Grill to window 6.4 P/F MS Grill to window 6.4 P/F MS Grill to window 6.4 P/F MS Grill to window 6.4 P/F MS Grill to window 6.4 P/F MS Grill to window 6.4 P/F MS Grill to window 6.4 P/F MS Grill to window 6.4 P/F MS Grill to window

Stair 2 1.2 1.2 sqm Window sqm @ 12 kg/sqm kg Window sqm @ 12 kg/sqm kg Window sqm @ 12 kg/sqm kg Window sqm @ 12 kg/sqm kg Window sqm @ 12 kg/sqm kg Window sqm @ 12 kg/sqm kg Window sqm @ 12 kg/sqm kg Window sqm @ 12 kg/sqm kg Window sqm @ 12 kg/sqm kg Window sqm @ 12 kg/sqm kg Window sqm @ 12 kg/sqm kg Window sqm @ 12 kg/sqm kg Window sqm @ 12 kg/sqm kg Window sqm @ 12 kg/sqm kg Window sqm @ 12 kg/sqm kg Window sqm @ 12 kg/sqm kg Window sqm @ 12 kg/sqm kg Window sqm @ 12 kg/sqm kg Window sqm @ 12 kg/sqm kg Window sqm @ 12 kg/sqm kg Window sqm @ 12 kg/sqm kg Window sqm @ 12 kg/sqm kg Window sqm @ 12 kg/sqm kg Window sqm @ 12 kg/sqm kg Window sqm @ 12 kg/sqm kg Window sqm @ 12 kg/sqm kg Window sqm @ 12 kg/sqm kg Window sqm @ 12 kg/sqm kg Window sqm @ 12 kg/sqm kg Window sqm @ 12 kg/sqm kg

sqm kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg kg

6.4 P/F MS Grill to window

Window sqm @ 10 kg/sqm kg

7 Flooring Work

7.1 Providing 100A one brick flat soling

Foundation / 1.78 sqm

Plinth Area / 0.75 sqm

Varandah / 0.75 sqm

Plinth Protection / 0.08 sqm

Front Portion / 0.7 sqm

7.2.1 Vetrified Tiles 600x600mm in Flooring

7.2 Tiles in Flooring

SHO Chamber 1 3 3.9 sqm

Wating hall 1 2.7 3.9 sqm

Controll Room 1 3 2.98 sqm

Nirbhaya Office 1 3 3.15 sqm

SHO Office 1 4.2 3.48 sqm

Front Varandah 1 1.2 6.25 sqm

Side Varandah 1 8.1 1.2 sqm

7.3 Ceramic floor tiles

Toilet 1 1.5 1.5 sqm

Toilet 1 1.5 1.58 sqm

Toilet 1 1.5 1.45 sqm

Toilet 1 1.63 1.38 sqm

Changing Room 1 1.25 1.35 sqm

Ramp 1 3.2 1.2 sqm

7.4 Providing and fixing 1st quality ceramic glazed wall tiles

Toilet 1 1.5 sqm

Toilet 1 1.5 sqm

Toilet 1 1.5 sqm

Toilet 1 1.5 sqm

Changing Room 1 1.5 sqm

7.5 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :

Riser 5 2.7 0.15 sqm

Trades 4 2.7 0.3 sqm

Riser 5 1.2 0.15 sqm

Trades 4 1.2 0.3 sqm

8 Plaster and finishing work

8.1 Providing 12mm cement plaster (1:6)

Outer wall(X- Direction)

Wall 1 9.45 3.6 sqm

Wall 1 5.83 3.6 sqm

Outer wall(Y- Direction)

Wall 1 9.3 3.6 sqm

Wall 1 8.25 3.6 sqm

Wall(X- Direction)

Toilet And SHO Cham 1 2.7 sqm

Waitting hall And SHO Office 1 1.2 sqm

Control Room and nirvaya 1 2.73 sqm

Toilet (M&F) 2 1.5 4.85 sqm

SHO Office 1 1.63 4.85 sqm

Nirbhaya Office and Toilet 1 3 4.85 sqm

y-direction sqm

3 Nos Toilet (M&F) 1 4.78 sqm

at SHO chamber & waiting hall 1 3.78 4.85 sqm

SHO Office and Nirbhaya Office 1 4.65 4.85 sqm

Control Room and Waiting 1 3.75 4.85 sqm

changing room 1 1.38 4.42 sqm

SHO Office Door 1 1.18 4.85 sqm

Water Cooler Area 1 1.05 4 sqm

Deduction(-) sqm

Total For Both Side sqm

Total Internal Wall Plaster sqm

8.2 Providing 15mm cement plaster (1:6) External Wall

Outer wall(X- Direction)

Wall 1 9.45 3.6 sqm

Wall 1 5.83 3.6 sqm

Outer wall(Y- Direction)

Wall 1 9.3 3.6 sqm

Wall 1 8.25 3.6 sqm

plaster on Roof 1 5.33 9.6 sqm

8.3 Providing 6mm cement plaster (1:4) with clean coarse sand Celling

SHO Chamber 1 3 3.9 sqm

Wating hall 1 2.7 3.9 sqm

Controll Room 1 3 2.98 sqm

Nirbhaya Office 1 3 3.15 sqm

SHO Office 1 4.2 3.48 sqm

Front Varandah 1 1.2 6.25 sqm

Side Varandah 1 8.1 1.2 sqm

8.4 Providing and applying wall putty of 2 mm thick

8.5 Providing two coats of oil bound distemper

Internal plaster sqm

8.6 Providing two coats of synthetic enamel paint over a coat of primer over new

Wooden surface 1 sqm

8.8 Forming grooves of uniform size

EXT. WALL 1 255 mtr.

8.9 Providing 1.5mm neat cement punning 1 0.75 sqm

8.1 Acrylic smooth extrier Piant Qty as per item no 8.2 sqm

9 Water proofing treatment works

9.1 Water proofing treatment to vertical and horizontal surface of depress portion

Toilet 1 1.5 1.5 sqm

Toilet 1 1.5 1.58 sqm

Toilet 1 1.5 1.45 sqm

Toilet 1 1.63 1.38 sqm

10 Miscellaneous Works

10.1 Providing plinth protection 0.6m wide

11 Carriage of Materials

Qnty Cement (Tonnes) Bricks (Nos) Coarse sand (cum) Stone chips (cum) Local sand (cum)

1 Local sand filling(Foundation & Plinth -1.3)

2 PCC (1:2;4) - (concrete work-2.0)

3 RCC (M25) (Submission of RCC 3.3.1 & 3.3.2)

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

5 Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1 .:6 (1 cement: 6 coarse sand )

6 Brick flat soling (Flooring-7.1)

7 Vitrified flooring(Flooring-7.6 &7.2)

8 Ceramic glazed Wall tiles (Flooring-7.5)

9 Toilet Floor Tiles(Flooring-7.4)

10 12mm Thick plaster CP (1:6) (Plastering work-8.1)

11 15mm CP in 2 layer(Plastering work-8.2)

12 6mm CP (1:4)(Plastering work-8.3)

Tonnes Nos Cum Cum Cum

NAME OF WORK : PROPOSED ADVANCE COMMUNITY CENTRE , IN AMNOUR POLICE STATION ,SARAN, BIHAR

NAME OF WORK:-ESTIMATE FOR PROVIDING ELECTRICAL WIRING, SUPPLY ALL ELECTRICAL GOODS, FITTING OF FIXTURES & INSTALLATION.

B.S.R. Elect. Year-01.09.2023

Sr.No Code No Item of work Unit Quantity Rate (Rs) Amount (Rs.)

1 1.1 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS 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.

1.1.3 Group C Each 60 1120

2 1.2 Wiring for twin control light point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way piano type switch, phenolic laminated sheet, suitable size PVC / MS box etc as required Each 9 1133

3 1.5 Wiring for light/ power plug with 2 X 4 sq. mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 Nos 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. Meter 90 309 70

4 1.7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor,single core cable in surface/ recessed medium class PVC conduit as required.

1.7.2 2X2.5 sq. mm + 1X 2.5 sq. mm earth wire Meter 35 246

1.7.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire Meter 20 422 3.718

1.7.5 2 X 10 sq. mm + 1 X 6 sq. mm earth wire Meter 20 557

5 1.17 Supplying and drawing co-axial W cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed PVC conduit as required.. Meter 20 42

6 1.29 Supplying and fixing metal/pvc box of 150mm X 75mm X 60 mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connections, painting etc.as required. Each 41 306

7 1.3 Supplying and fixing metal/pvc box of 180mm X 100mm X 60 mm deep (nominal size) on sudace or in recess ivith 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. Each 40 424

8 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 Each 80 37

1.23.4 3 pin , 5/6 amps socket outlet Each 50 55

9 1.23 Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required.

1.23.7 TV antenna socket outlet Each 2 74

10 1.25 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate/,switch box including connections but excluding modular plate etc. as required. Each 15 358

11 1.33 Supplying and fixing 2 pin, 5/6 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. Each 30 64

12 1.34 Supplying and fixing batten/ angle holder including connection etc. as required. Each 30 80

13 2.12 Supptying and fixing following rating, 24Al4L5 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'

2.12.5 40 A to 63 A, Single pole Each 6 557

14 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 busbar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCBilsolator)modular plate & swltch box but excluding modular plate as required..

2.8.7 12 way, Double door Each 4 2314

15 2.17 Supplying and fixing following rating, double pole, (singte phase and neutral), 240 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.

2.17.2 40 Amps Each 4 2791

16 2.12 Supptying and fixing following rating, 24Al4L5 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 A to 32'A, Single pole Each 6 237

17 2.14 Supplying and fixing single pole blanking plate in the existing MCB DB'complete etc. as required. Each 10 13

18 3.5 Earthing with copper earth plate 600mmX600mmX3mm thick including accessories. a nd providing masona ry enclosure with cover plate having locking arrangement and watering pipe 2.7 metre long etc. ( but without charcoal/ coke and salt ) as required.. Each 2 12415

19 2206 3.5 core, 35 sq. mm XLPE/PVC insulated PVC sheathed (Heavy duty) armoured electric cable with aluminium conductor Meter 10 292

20 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 excavation, sand cushioning, protective covering and refilling the trench etc. as required.

7.1.1 Upto 35 sq. mm Meter 10 315

21 1605 63 amps. TPN switch disconnector fuse unit, rewireable type Each 2 4395

22 8.14 Supply and fixing extra down rod for ceiling fan of 1 metre length G.l. pipe, 15 mm dia, heavy guage including painting etc. as required. Each 8 409

8.15 Supply and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep with service value (CM/MM) minimum 4.00, Air delivery minimum 270 cum/min including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated copper conductor etc as required. Each 8 2482

23 8.17 Supply and installation of following sweep/ sizes metallic blade, heavy duty, single phase, 230 V A.C. Exhaust Fan in existing opening including making good the damage,connection, testing and commissioning etc as required.

8.17.1 300 mm sweep Each 5 2572

24 2001 Wall mounted 4ft X 18 watt LED betten with polycarbonate housing and integrated electronic driver . Minimum efficacy 100 lm/w Each 12 250

25 5.2 Supplying and fixing 2'X9 watt LED batten with minimum efficacy 100 lm/w in polycarbonate housing and complete with integrated electronic driver etc directly on wall/ ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor etc. as required. Each 10 492

NAME OF WORK : PROPOSED ADVANCE COMMUNITY CENTRE , IN AMNOUR POLICE STATION ,SARAN, BIHAR

Sanitary , Internal Water Supply

Estimates of Costs

Items Covered Under BCD SOR -2022, effective from 01.01.2022

Sr. No Code. SOR-16 Description of item Unit Quantity Rate (Rs.) Amount (Rs)

Internal Water Supply

1 12.78.2 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.

12.78.2 110 mm diameter metre 20 257.5

2 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.

12.79.3.2 110x110x110mm dia single tee with door Each 5 193.4

3 17.1 Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low fixtures complete, including cutting and making good the walls andlevel white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and floors wherever required :

3A 17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests Each 3 4470.9

17.3 Providing & fixing of white vitreous china pedestal type water closet (Europian type) with seat and lid, 10litre low level white vitreou china flushing cistern & cp flush bend with fittings & CI brackets, 40mm flush bend, overflow arrangement with special of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors whereever required.

17.3.1 W.C pan with ISI marked wiyh solid plastic seat and lid Each 1 5504.3

3B 17.22 Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. each 3 131.6

17 17.7 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 :

17.1 17.7.2 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap each 4 2135.8

4 17.28 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.

5 17.32 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

17.32.2 Rectangular shape 453x357 mm Each 5 857

6 17.33 Providing and fixing 600x120x5 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. Each 4 713.3

7 18.9 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 solventcement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge.

18.9.4 32 mm nominal outer dia Pipes Meter 26 359.1

8 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.

18.8.1 15 mm nominal outer dia Pipes Meter 40 278.2

9 18.9 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 solventcement ,trenching ,refilling &testing of joints complete as per direction of Engineer in Charge.

18.9.3 25 mm nominal outer dia Pipes metre 30 294.7

10 18.13 Making connection of G.I distribution branch with G.I main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete.

18.13.1 25 to 40mm nominal bore Each 10 446.7

11 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 2000 9.7

11A 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : Each 8 434.2

11B 18.52 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.

11C 18.52.1 15mm nominal bore Each 10 594.8

12 19.2 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 :

19.2.2 150 mm diameter S.W. pipe Meter 10 494.4

13 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 :

19.6.2 150 mm dia. R.C.C. pipe Meter 10 410.7

12 19.27 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete s per standard design :

19.27.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 2 3743.3

13 19.3 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frameto be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick 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 :

19.30.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 2 4266.8

14B 17.34 Providing and fixing toilet paper holder :

17.34.1 C.P. brass Each 1 550.7

15 17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangem ent of approved quality and colour.

17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms Each 5 424

16 17.7 Providing and fixing PTMT Bottle Trap for Wash basin and sink.

17.70.1 Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms Each 1 325.1

17 17.71 Providing and fixing PTMT liquid soap container 109 mm wide,125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. Each 5 146.3

18 17.1 ProvidingandfixingStainlessSteelAISI304(18/8)kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40mm, including painting of fittings and brackets cutting and making good the walls wherever required

17.10.1 Kitchen sink with drain board

17.10.1.1 510x1040 mm bowl depth 250 mm Each 1 5231.5

5.36% GST On Total

Sub total : Rs.

NAME OF WORK : PROPOSED ADVANCE COMMONITY CENTRE , IN AMNOUR POLICE STATION ,SARAN, BIHAR

Rate Analysis For Septic Tank Based on SOR-2022.

5.0 mtr (long) x 3 mtr (wide) x 1.5 mtr (deep)

Item No S.O.R. No. Description of Work Unit Quantity Rate Amount

1 2.6 Earth work in excavation over areas (exceeding 30 cm in depth. 1.5 in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m: disposed earth to be levelled and neatly dressed.

2.6.1 All Kinds of soil Per M3 314.9

2 2.28 Supplying and Filling in plinth with local sand and under floors including watering, ramming consolidating and dressing complete. Per M3 287.3

3 11.72 Providing designation 100A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I Per M2 283.3

4 4.1 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.

4.1.5 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Per M3 3434

5 5.1 Providing and laying in position specifiec grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work puto plinth level

5.1.2 1:1:5:3 (1 cement:1.5 coarse sand:3 graded stone agregate Per M3 4688.3

6 5.9 Centring and shuttering including strutting, propping etc. and removal of form for

5.9.3 Suspended floors, roofs, landings, balconies and access platform. sqm 437.5

7 5.22.7 Reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete.

5.22.7 A Thermo-Mechanically Treated bars TMT-500 - 8 mm dia. per kg 162 94.5

8 6.1A Brick work with bricks of class designation 100A in foundations and plinth in : 6 2.5

6.1.12A Cement mortar 1:4(1 cement : 4 coarse sand) Per M3 5017.9

9 6.18A Half brick masonry with bricks of class designation 100A in foundation and plinth in :

6.18.4A Cement mortar 1:4 (1 cement : 4 coarse sand) Per M2 599.3

10 13.11 Cement plaster in coarse sand

12 mm Cement plaster of mix :-

13.11.2 1:4 (1 cement : 4 coarse sand) Per M2 152.9

11 13.26 Neat cement punning Per M2 40.5

Sub Total ( 1 to 11) Rs.

12 Carriage of Material :

i) Bricks Per Nos

ii) Coarse Sand cum

iii) Stone Chips cum

iv) Local Sand cum

Sub Total '12' : Rs.

13 Price Diffrence

(ii) Cement Bag -18.66

Sub Total '13': Rs.

27 EXTRA ROYALTY on mining material under notification no. 2961 Dated 06.05.2026 Govt. of Bihar,Minning Department.

Qty. Rate Amount

STONE cum 468.28

Sand cum 133.79

14 Seigniorage Fee

Bricks thousand 490.7

(ii) Sand Cum 27.58

(iii) Stone chips Cum 94.54

(iv) Local Sand Cum 14.19

Sub Total '14': Rs.

Total Cost ( 1 to 14) : Rs.

Qty cement Brick Coarse sand Stone chips Local sand

Local sand filling(Foundation & Plinth -1.3)

PCC (1:3:6) - (concrete work-2.0)

RCC (1:1.5:3) (Submission of RCC 3.3.1 & 3.3.2)

masoonary work in CM (1:4)(Addition of 10" Brick Work-4.2.)

half masonary work in CM(1:4)(Addition of 5" Brick Work-4.3)

Brick flat soling (Flooring-7.1)

12mm Thick plaster CP (1:6) (Plastering work-8.1)

NAME OF WORK : PROPOSED ADVANCE COMMONITY CENTRE , IN AMNOUR POLICE STATION ,SARAN, BIHAR

150 mmx100 mm x 90 m Tube well (Submersible)

Sl. No. SOR-Ref. Item of Works Quantity Unit Rate (Rs.) Amount (Rs.)

1 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 or the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level.

24.1.1 All types of soil

24.1.1.1 300 mm dia bore well 70 metre 486.8

2 24.3 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge

24.3.2 150 mm nominal size dia 18 metre 660.1

24.3.1 100 mm nominal size dia 25 metre 546.1

3 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 10 metre 573.1

4 24.13 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:

24.13.2 150 mm nominal size dia 1 Each 210.7

5 24.14 Providing and fixing 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.

24.14.2 150 mm clamp 1 Each 1531.4

6 24.15 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).

7 24.6 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 2.8 cum 1195.6

8 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. 4 Hrs. 916.8

11 as per phed model est17-18 Supply Installation , commissioning and testing of single phase 1 H.P submersible pump set having discharging capacity 3.35 lps at a total head of 35 meter (approx) of KSB/Kirloskar or equivalent make with all accessories 7 fitting etc including Water tank of 1000lit capacity with loading ,unloading and transpotation of the pump set to the work site with all req. labour materials,tools and tackles installation,testing & commissioning as per standards specifications and direction of E/I 1 Each 32500

NAME OF WORK : PROPOSED ADVANCE COMMONITY CENTRE , IN AMNOUR POLICE STATION ,SARAN, BIHAR

CARRIAGE COST OF AMNOUR

S.O.R w.e.f 01.01.2022 Say Rs.

Materials Lead Houlage with O.H & C.P Loading/ Unloading with O.H &C.P GST 12% CARRIAGE COST

Ls Lu Lk Hs Hu Hk Labour Cess(%) with O.H &C.P

STONE CHIPS 0 0 0 195.1 1 0

CORSE SAND 43 0 0 1

LOCAL SAND 2 0 1 1

11.2 Ls= Lead on surface road Hs = Houlage on surface road

13.5 Lu= Lead on unsurface road Hu= Houlage on unsurface road

27.2 Lk= Lead on kuchcha road Hk = Houlage on kuchcha road

RATE OF AS PER SOR OF BCD , DATED : 01.01-.2022

Domchanch to Koderma rly station

Nayagaon rly station to Amnour Block +5Km

koderma rly station to Nayagaon rly station 202 KM

From freight Table Rs 388.1 B

Development charge 5 % Rs

D.T.C @ rs.20.00 / MT Rs 20

D.T.C @ rs.20.00 / MT Rs 20

Loading and Unloading Rs 195.1 H

Domchanch to Koderma rly station Rs 543.26 A

Nayagaon rly station to work site Rs I

Total (A+F+G+H+I) Rs

Including 12% GST Rs

Including 1% labour cess Rs

Calculation for difference cost cement as PSC Gaya and PPC Saran

Rate of PSC Gaya 220.4 per bag

Rate of PPC Saran 206.2 per bag

Rate of cement +( O.H(5%)+C.P(10%))

Different cost of cement of Saran bags

BILL OF QUANTITY

NAME OF WORK : PROPOSED ADVANCE COMMUNITY CENTRE , IN AMNOUR POLICE STATION ,SARAN, BIHAR

Items Covered Under BCD-SOR-2022, effective from 01.01.2022

S.No Description of Work Unit Qty. Rate (Rs.) Amount (Rs.)

2.6 Earth work in excavation over areas ( exceeding 30 cm in depth. 1.5 m in width as well es 10 sqm on plan) including disposal of excavated earth , lead upto 50 m and lift upto 1.5 m; disposed earth to be levelled and neatly dressed.

1 2.6.1 All kinds of soil cum 314.9

2 2.26 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth : consolidating each deposited layer by ramming and watering lead. cum 123.9

3 2.28 Supplying and filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. cum 287.3

4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level.

4 4.1.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) cum 3998.1

5 4.1.5 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) cum

5.1 Providing and laying in position specifiec grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement-All work puto plinth level

6 5.1.2 1:1:5:3 (1 cement:1.5 coarse sand:3 graded stone agregate cum

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

7 5.9.1 Foundations, footings, bases of columns, etc., for mass concrete. sqm 211.6

8 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 437.5

9 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 404.7

10 5.9.6 Columns, Pillars, Piers, Abutments, Post and struts sqm 494.4

11 5.9.19 Wheather shade, Chajja, corbels etc., including edges. sqm 550.9

12 5.22 Reinforcement for RCC work including straightening. Cutting, bending, placing in position and binding all complete.

Thermo-Mechanically Treated bars

13 5.22.7A TMTC-500- 8mm dia . kg 94.5

14 5.22.7B TMTC-500-10 mm dia. kg 92.6

15 5.22.7C TMTC-500-12 mm dia. kg 90.8

16 5.22.7 D TMT FE-500-16 mm dia. kg 91.7

5.33 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cementcontent as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and including retard setting of concrete, improve workability without impairing strength and admixtures in recommended proportions as per IS: 9103 to accelerate,reinforcement,durability as per direction of Engineer-incharge.

17 5.33.1 All work upto plinth level cum 5063.4

18 5.33.2 All work from plinth level upto floor V level. cum 5863.2

6.1A Brick work with bricks of class designation 100A in foundations and plinth in : Cement mortar 1 .:4 (1 cement: 4 coarse sand )

19 6.1.12A Cement mortar 1:4(1 cement : 4 coarse sand) cum

20 6.1.14A+ 6.3A Extra for Brick work in superstructure above plinth level upto floor V cum Cement mortar 1:6 (1 cement: 6 coarse sand ) Cum

6.18A Half brick masonry with bricks of class designation 100A in foundation and plinth in :

21 6.18.4A Cement mortar 1:4 (1 cement : 4 coarse sand) Per M2 599.3

9.21 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type,core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:

22 9.21.1 35 mm thick including ISI marked Stainless Steel butt hingeswith necessary screws sqm 1775.3

9.96 Providing and fixing aluminium sliding door bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete:

25 9.98 Providing and fixing aluminium pull bolt lock, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour and shade, with necessary screws bolts, nut and washers etc. complete. each 10 78.4

9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete:

9.101 Providing and fixing aluminium hanging floor door stopper, ISI marked, 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.

27 9.101.2 Twin rubber stopper each 8 60.8

28 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. sqm 3435.6

10.15 Providing and fixing pressed steel door frame confirming IS code 4351 manufactured from commerical mild steel sheet of 1.25 mm thickness including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50 x 25 mm or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by . mechnical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:

29 10.15.2.1 Fixing with adjustable lugs with split end tail to each jamb Metre 432.6

30 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 each 18 165.4

31 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.). kg. 546.8

9.48 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.

32 9.48.1 Fixed to steel windows by welding. kg. 144.5

33 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/I. sqm 283.3

11.41.A Providing and laying Vitrified tiles in floor in different sizes {thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only.Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.

11.41.A2 Glazed vitrified floor tiles polished finish of size

34 11.41.A2.1 Size of Tile 600 x 600 mm sqm 1081.7

35 11.37 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturer) of ist quality conforming to IS : 15622 of approved make in colours such shades except white , Ivory , Grey , Fume Red , Brown , laid on 20 mm thick Cement motar 1:4 (1 cement: 4 coarse sand ) including pointing the joints with white cementand matching pigment etc., complete. sqm 686.8

36 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 (1cement : 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. sqm 795

11.6 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :

37 11.55.1 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. sqm 2147.7

13.11 12 mm cement plaster of mix

38 13.11.2 1:4 (1 cement : 4 coarse sand) sqm

39 13.11.4 1:6 (1 cement : 6 coarse sand) sqm 141.5

13.12 15 mm cement plaster on rough side of single or half brick wall of mix.

40 13.12.4 1:6 (1 cement: 6 coarse sand) sqm 162.8

13.24 6 mm cement plaster to ceiling of mix.

41 13.24.2 1:4 (1 cement : 4 coarse sand) sqm 125.6

42 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 105.4

8.5/ 13.77 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade.

43 8.5.1/ 13.77.2 New work (two or more coats) over and including priming coat with cement primer. sqm 102.3

8.6/ 13.81 Applying priming coat:

44 8.6.1/ 13.81.1 With ready mixed pink or grey primer of approved brand and manufacture on woodwork (hard and soft wood) sqm 39.7

45 8.8/ 13.116 Forming groove of uniform size from 12 x 12 mm and upto 25 x 15 mm in plastered surface as per approved pattern using wooden battens, nailed to the under layer including removal of wooden battens, repairs to the edges of plaster panel and finishing the groove complete as per specifications and direction of the Engineer-in-charge. Metre 47.1

46 8.9/ 13.26 Neat Cement punning Sqm 40.5

8.10/ 13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :

47 8.10.1/ 13.46.1 New work (Two or more coat applied @ 1.67 Ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/10 sqm) Sqm 137

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 or the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level.

24.1.1 All types of soil

48 24.1.1.1 300 mm dia bore well metre 70 486.8

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

49 24.3.2 150 mm nominal size dia metre 18 660.1

50 24.3.1 100 mm nominal size dia metre 25 546.1

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.

51 24.4.1 100 mm nominal size dia metre 10 573.1

24.13 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:

52 24.13.2 150 mm nominal size dia Each 1 210.7

24.14 Providing and fixing 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.

24.15 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).

55 24.6 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. cum 2.8 1195.6

56 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. Hrs. 4 916.8

57 as per phed model est17-18 Supply Installation , commissioning and testing of single phase 1 H.P submersible pump set having discharging capacity 3.35 lps at a total head of 35 meter (approx) of KSB/Kirloskar or equivalent make with all accessories 7 fitting etc including Water tank of 1000lit capacity with loading ,unloading and transpotation of the pump set to the work site with all req. labour materials,tools and tackles installation,testing & commissioning as per standards specifications and direction of E/I 1 Each 32500

12.78.2 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.

58 12.78.2 110 mm diameter metre 20 257.5

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.

59 12.79.3.2 110x110x110mm dia single tee with door Each 5 193.4

17.1 Providing and fixing water closet squatting pan (Indian type W.C.pan ) with 100 mm sand cast Iron P or S trap, 10 litre low fixtures complete, including cutting and making good the walls andlevel white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and floors wherever required :

60 17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests Each 3 4470.9

17.3 Providing & fixing of white vitreous china pedestal type water closet (Europian type) with seat and lid, 10litre low level white vitreou china flushing cistern & cp flush bend with fittings & CI brackets, 40mm flush bend, overflow arrangement with special of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors whereever required.

61 17.3.1 W.C pan with ISI marked wiyh solid plastic seat and lid Each 1 5504.3

62 17.22 Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. each 3 131.6

17.7 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 :

63 17.7.2 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap each 4 2135.8

17.28 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.

17.32 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

65 17.32.2 Rectangular shape 453x357 mm Each 5 857

66 17.33 Providing and fixing 600x120x5 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. Each 4 713.3

18.9 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 solventcement ,trenching ,refilling & testing of joints complete as per direction of Engineer in Charge.

67 18.9.4 32 mm nominal outer dia Pipes Meter 26 359.1

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.

68 18.8.1 15 mm nominal outer dia Pipes Meter 40 278.2

18.9 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 solventcement ,trenching ,refilling &testing of joints complete as per direction of Engineer in Charge.

69 18.9.3 25 mm nominal outer dia Pipes metre 30 294.7

18.13 Making connection of G.I distribution branch with G.I main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete.

70 18.13.1 25 to 40mm nominal bore Each 10 446.7

71 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 2000 9.7

72 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : Each 8 434.2

18.52 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.

73 18.52.1 15mm nominal bore Each 10 594.8

19.2 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 :

74 19.2.2 150 mm diameter S.W. pipe Meter 10 494.4

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 :

75 19.6.2 150 mm dia. R.C.C. pipe Meter 10 410.7

19.27 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete s per standard design :

76 19.27.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 2 3743.3

19.3 Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frameto be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick 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 :

77 19.30.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 2 4266.8

17.34 Providing and fixing toilet paper holder :

78 17.34.1 C.P. brass Each 1 550.7

17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangem ent of approved quality and colour.

79 17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms Each 5 424

17.7 Providing and fixing PTMT Bottle Trap for Wash basin and sink.

80 17.70.1 Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms Each 1 325.1

81 17.71 Providing and fixing PTMT liquid soap container 109 mm wide,125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. Each 5 146.3

17.1 ProvidingandfixingStainlessSteelAISI304(18/8)kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40mm, including painting of fittings and brackets cutting and making good the walls wherever required

17.10.1 Kitchen sink with drain board

82 17.10.1.1 510x1040 mm bowl depth 250 mm Each 1 5231.5

11 Carriage of Materials

83 (I) Bricks thousand 1193

84 (ii) Coarse Sand cum 1092.36

85 (iii) Stone Chips cum 2808.74

86 (iv) Local sand cum 310.47

DIFF COST OF CEMENT -18.66

Sub Total '11' (Carriage of Materials): Rs.

12 Difference in cost of Materials

(i) Cement bag 616 0 0

Sub Total '12' (Difference in cost of Materials): Rs.

87 cement MT -18.66

EXTRA ROYALTY on mining material under notification no. 2961 Dated 06.05.2026 Govt. of Bihar,Minning Department.

88 Extra royalty of stone chips cum 468.28

89 Extra royalty of Sand cum 133.79

90 Extra royalty of Brick thousand

13 Seigniorage Fee

91 (I) Bricks per 1K nos 490.7

92 (ii) Sand Cum 27.58

93 (iii) Stone chips Cum 94.54

94 (iv) Local Sand Cum 14.19

1.1 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS 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.

95 1.1.3 Group C Each 60 1120

96 1.2 Wiring for twin control light point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way piano type switch, phenolic laminated sheet, suitable size PVC / MS box etc as required Each 9 1133

97 1.5 Wiring for light/ power plug with 2 X 4 sq. mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit along with 1 Nos 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. Meter 90 309

1.7 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor,single core cable in surface/ recessed medium class PVC conduit as required.

98 1.7.2 2X2.5 sq. mm + 1X 2.5 sq. mm earth wire Meter 35 246

99 1.7.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire Meter 20 422

100 1.7.5 2 X 10 sq. mm + 1 X 6 sq. mm earth wire Meter 20 557

101 1.17 Supplying and drawing co-axial W cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed PVC conduit as required.. Meter 20 42

102 1.29 Supplying and fixing metal/pvc box of 150mm X 75mm X 60 mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 amps socket outlet and 5/6 amps piano type switch, connections, painting etc.as required. Each 41 306

103 1.3 Supplying and fixing metal/pvc box of 180mm X 100mm X 60 mm deep (nominal size) on sudace or in recess ivith 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. Each 40 424

1.23 Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required.

104 1.23.1 5/6 amps switch Each 80 37

105 1.23.4 3 pin , 5/6 amps socket outlet Each 50 55

1.23 Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required.

106 1.23.7 TV antenna socket outlet Each 2 74

107 1.25 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate/,switch box including connections but excluding modular plate etc. as required. Each 15 358

108 1.33 Supplying and fixing 2 pin, 5/6 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. Each 30 64

109 1.34 Supplying and fixing batten/ angle holder including connection etc. as required. Each 30 80

2.12 Supptying and fixing following rating, 24Al4L5 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'

110 2.12.5 40 A to 63 A, Single pole Each 6 557

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 busbar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCBilsolator)modular plate & swltch box but excluding modular plate as required..

111 2.8.7 12 way, Double door Each 4 2314

2.17 Supplying and fixing following rating, double pole, (singte phase and neutral), 240 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.

2.12 Supptying and fixing following rating, 24Al4L5 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'

113 2.12.1 6 A to 32'A, Single pole Each 6 237

114 2.14 Supplying and fixing single pole blanking plate in the existing MCB DB'complete etc. as required. Each 10 13

115 3.5 Earthing with copper earth plate 600mmX600mmX3mm thick including accessories. a nd providing masona ry enclosure with cover plate having locking arrangement and watering pipe 2.7 metre long etc. ( but without charcoal/ coke and salt ) as required.. Each 2 12415

116 2206 3.5 core, 35 sq. mm XLPE/PVC insulated PVC sheathed (Heavy duty) armoured electric cable with aluminium conductor Meter 10 292

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 excavation, sand cushioning, protective covering and refilling the trench etc. as required.

117 7.1.1 Upto 35 sq. mm Meter 10 315

118 1605 63 amps. TPN switch disconnector fuse unit, rewireable type Each 2 4395

119 8.14 Supply and fixing extra down rod for ceiling fan of 1 metre length G.l. pipe, 15 mm dia, heavy guage including painting etc. as required. Each 8 409

120 8.15 Supply and installation of regular/standard model A.C. ceiling fan of 1200 mm sweep with service value (CM/MM) minimum 4.00, Air delivery minimum 270 cum/min including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated copper conductor etc as required. Each 8 2482

8.17 Supply and installation of following sweep/ sizes metallic blade, heavy duty, single phase, 230 V A.C. Exhaust Fan in existing opening including making good the damage,connection, testing and commissioning etc as required.

121 8.17.1 300 mm sweep Each 5 2572

122 2001 Wall mounted 4ft X 18 watt LED betten with polycarbonate housing and integrated electronic driver . Minimum efficacy 100 lm/w Each 12 250

123 5.2 Supplying and fixing 2'X9 watt LED batten with minimum efficacy 100 lm/w in polycarbonate housing and complete with integrated electronic driver etc directly on wall/ ceiling including connections with 1.5 sq.mm FRLS PVC insulated copper conductor etc. as required. Each 10 492