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Quantities & Cost Estimate for R.C.C. Slab Culvert - 1 No. x 3 M Span x 2 M Vent Height

Top Long & Cross Bars

0.6 0.22 0.15 0.02 mm Expansion Joint

1:3 B/F Soling Distribution Bars-

L/S Filling 10 mm @ 0.175

Abt. Cap, Dirt wall & Coping Surface Steel

0.2 0.075 PCC M-15 200mm Thick

0.075 Brick Flat Soling 75mm Thich

0.15 Local Sand Filling 150mm Thick

Sectional Elevation

Section of Return Wall

Quantities & Cost Estimate for R.C.C. Slab Culvert - No. x M Span x M Vent Height

Sl No SOR No. Item of work involved No. Length Width Height / Thickness Total Qty Unit Rate (in Rs) Amount (in Rs)

1 Earth work in excavation of foundation trenches :-- Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Abutment 2 x x x =

Return Wall x x x =

Floor Under Deck Slab 1 x x x =

10% Qty Extra for Slope =

11.2 Sand Filling in Foundation :-- Sand Filling in Foundation Trenches as per drawing and technical specification Clause 1108 - rate as per item No. 11.2 (I) of Chapter 11

Abutment x x x =

Return Wall x x x =

Floor Under Deck Slab x x x =

TEC Brick Flat Soling in Foundation & Flooring :-- Brick Flat Soling in foundation Trenches as per drawing and technical specification Clause 1108

Return Wall x x =

Floor Under Deck Slab x x =

11.4 I(i) 800 & 1200 Providing M15 (PCC 1:2.5:5) as levelling course in foundation :-- Providing PCC M15 (PCC 1:2.5:5) concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

Abutment x x x =

Return Wall x x x =

Floor Under Deck Slab x x x =

11.5 (ii) 600 & 1200 Brick Masonary in C.M.(1:4) in Foundation :-- Brick masonry work in cement mortar (CM 1:4) in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203

Abutment x x x =

Return Wall x x x =

12.1(II) 600 & 1200 Brick Masonary in C.M.(1:4) in Sub Structure :-- Brick masonry work in cement mortar (CM 1:4) in substructure and Kerb complete excluding pointing and plastering as per drawing and technical specifications Clauses 602, 603, 604, 1202 & 1203

Abutment x x x =

Return Wall x x x =

12.5 II Plain/reinforced cement concrete(M-20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Abutment Cap x x x =

Dirt Wall x x x =

Return Wall Coping x x x =

TEC Providing Bitumen painting over top surface of Abutment cap & inner vertical surface of Dirt Wall including Heating the bitumen & cost of painting brush etc. all complete.

Abutment Cap x x =

Dirt Wall x x =

13.1 Providing RCC M25 in Deck Slab :-- Providing and laying reinforced cement concrete in superstructure (Deck slab M25) as per drawing and technical specifications Clauses 800, 1205.4, 1205.5

11.4 (iii) 800 & 1200 Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Main Bars 2 x 2 x = RM

Stirrups x x = RM

Vertical Bars x x x = RM

Horizontal Bars x x x = RM

Return Wall Coping

Long Bars x x = RM

Cross Bars x x = RM

16 mm Tor Steel

Main Bars Bottom ( Crank at one End) 1 x x = RM

10 mm Tor Steel

Distribution Bars 1 x x = RM

Top Long Bars 1 x x = RM

Top Cross Bars 1 x x = RM

Top Extra Bar 1 x x = RM

Total 8 mm Tor Steel RM @ 0.4 Kg/M =

Total 10 mm Tor Steel RM @ 0.62 Kg/M =

Total 16 mm Tor Steel RM @ 1.58 Kg/M =

Add 2% for Laps & Wastage =

Total in Kg = Kg

Total in MT / 1000 = MT

RCD SOR 14.18 (iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight

13.9 Brick masonry work in cement mortar 1:3 in parrapet excluding pointing and plastering as per drawing and technical specifications Clauses 600, 900 and 1208.4

12.3 (i)A 600 Plastering with cement mortar (1:4) :-- Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications

Abutment Sides x 2 x x =

Abutment Inner Sides x x =

Return Wall (Front Faces) x x =

Return Wall (Side Faces) Below Abt.Cap x x =

Return Wall (Side Faces) Above Abt.Cap x x =

Parrapet Wall (Sides) x x =

Parrapet Wall (Top) x x =

Parrapet Wall (Ends) x x =

Total Plastering = sqm

Building 13.26 Providing 1.5 mm thick neat cement punning .

Parrapet Wall (Sides) x =

Parrapet Wall (Top) x x =

Parrapet Wall (Ends) x x =

Total Punning Area = sqm

11 Providing 75 mm RCC wearing Coat :-- Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

Total Qty of Wearing Coat

12.9 Providing weep holes in abutement :-- Providing Weepholes in brick masonary , Plain / Reinforced concrete abutement , wing wall , return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing

Total cost for 1 no. SLAB CULVERT Size ( 3 m x 2 m) = Rs.

Cost of 0\ "No" SLAB CULVERT Size ( 3 m x 2 m) Rs. =

Junior Engineer Asstt. Engineer Executive Engineer

NAGAR PARISAD BANKA

District :-- Banka

Estimated Cost :-

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junior Engineer

N.P.BANKA N.P.BANKA

NIT NO- GROUP NO-

BILL OF QUANTITIES (BOQ)

BOQ of वार्ड संख्या-17 में सूरज झा के घर से रत्नेश्वर सिंह के घर तक रोड एवं नाला तथा डी.फ.ओ. से बिट्टू किराना दुकान तक पथ का निर्माण कार्य|

Length of drain :- Mtr

BOQ Amount :- Rs

Time of Completion :- Rs

Earnest Money :- Rs

Cost of BOQ :- Rs

Date of Tender :-

Sl. No. SOR Item No. S.O.R Item of Work Qty. Unit Rate (Rs) Amount (Rs)

1 2.8.1 Excavation work in foundation trenches or drains not exceeding 1.5 m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms lift upto 1,5m, including getting cut the excavated soil and disposal of surplus excavated soiis as directed, within a lead of 50 m m3

2 2.2.1-(2.4+2.5) Earth work in rough excavation,banking excavated earth in layer not exceeding 20 cm in depth, breaking clods watering,rolling each layer with 1/2tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller …do m3

3 2.28 Sand Filling in Foundation :-- Supplying and Filling in plinth with local sand and under floor including watering ,ramming,consolidation and dressing complete.as per specification.........E/I m3

4 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete asper specification and direction of E/I m2

5 5.1.2 R.C.C:_Providing and laying in position specified grade Reinforced cement concrete work excluding the cost of centring, shuttering, finishing and reinforcement -All work up to Plinth Level. 1:1.5:3 (1 cement:1.5coarse sand :3 graded Stone aggre m3

6 5.22.7 T.M.T Bar:-Reinforcement for R.C.C work includingg straightning, cutting, bending, placing in position and binding all complete. Mild steel Wire Rod KG

7 5.9.2 C/S:-Centering and shutering including struting, propping etc. and removal of form for Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc. m2

8 16.42 Providingand layinginpositioncement concreteof specifiedgrade exluding the cost of centring and shuttering-all work upto plinth level.1:2:4(1Cement: 2coarse sand :4gradedstoneaggregate20mm nominal size) m3

9 Carriage of materials

(a) Bricks (1K+7P)KM Nos

(b) Local Sand (1K+2P)KM cum

© Coarse Sand cum

(d) Stone Chipps cum

10 Different cost of materials

fly ash Bricks th

(b) Local Sand cum

© Coarse Sand cum

(d) Stone Chipps cum

12 Add Increase in GST rate of work contractor (12% _ 18%). as per lt.no:-158/SE(TAS)/GST/2022/331.fg date-10/08/2022

13 P / V sign board for yozna details and photography….do..E/I 1

योजना का नाम- वार्ड संख्या-17 में सूरज झा के घर से रत्नेश्वर सिंह के घर तक रोड एवं नाला तथा डी.फ.ओ. से बिट्टू किराना दुकान तक पथ का निर्माण कार्य|

Distrrict:- BANKA

Length of Earthen Surface Ch:- 0.00 m to Ch:- 121.00 m 140

Total Length of Flexible Pavement Road:-- Ch:- 0.00 m to Ch:- 1375.00 m & Ch:- 1550.00 m to Ch:- 2425.00 m 0

Sl No SOR Item No. Description No Length Width Height / Thickness Quantity Unit Total Quantity Rate (Rs) Amount ( Rs)

1 2.8.1 Excavation work in foundation trenches or drains not exceeding 1.5 m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms lift upto 1,5m, including getting cut the excavated soil and disposal of surplus excavated soiis as directed, within a lead of 50 m.

2 2.2.1-(2.4+2.5) Earth work in rough excavation , banking excavated earth in layer not exceeding 20 cm in depth , breaking clods watering , rolling each layer with 1/2 tonne roller or wooden or steel rammers and rolling every 3rd and top most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks , marginal banks and guide banks or filling up ground depressions. lead upto 50 m and lift upto 1.5 m.

3 2.28 Sand Filling in Foundation :-- Supplying and Filling in plinth with local sand and under floor including watering ,ramming,consolidation and dressing complete.as per specification.........E/I

4 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete asper specification and direction of E/I

5 5.1.2 R.C.C:_Providing and laying in position specified grade Reinforced cement concrete work excluding the cost of centring, shuttering, finishing and reinforcement -All work up to Plinth Level. 1:1.5:3 (1 cement:1.5coarse sand :3 graded Stone aggre

6 5.22.7 T.M.T Bar:-Reinforcement for R.C.C work includingg straightning, cutting, bending, placing in position and binding all complete. Mild steel Wire Rod

7 5.9.2 C/S:-Centering and shutering including struting, propping etc. and removal of form for Walls (any thickness) including attached pilasters. Butteresses, plinth and string courses etc.

8 16.42 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.

9 Carriage of materials

(a) Bricks (1K+7P)KM 0 936.04

(c) Local Sand (1K+2P)KM cum 0.999

(d) Coarse Sand cum 414.75

(e) Stone Chipps cum 2623.46

(f) Soil cum 313.82

10 Different cost of materials

(i) Bricks Nos 421.25

(ii) cement Mt 670.29

11 Add Seigniorage fee

(b) Local Sand cum 14.185

(c) Coarse Sand cum

(d) Stone Chipps cum

12 Add Increase in GST rate of work contractor (12% _ 18%)@5.36% Rs.

13 P / V sign board for yozna details and photography….do..E/I Nos 1

Junior Engineer

NAGAR PARISAD BANKA

carriage of materials

Block :- N.P.BANKA

District:- BANKA

Sl.No. Materials Source Surfaced Road Lead Kutcha Road Lead Cost of Loading & Unloading Unit Per Trip Truck Capacity By Weight Per Trip Truck Capacity Multiplying Factor Per TripTruck Capacity (Net Payable Volume)

1 Stone Boulder Karjara 48 103.85 Cu m 8 MT 6 cum 0.8 cum

2 Stone Metal Gr.- I Karjara 0 Cu m 8 MT 5 cum 0.85 cum

1 Stone Metal Gr.-II Karjara 65 103.85 Cu m 8 MT 5.4 cum 0.85 cum

2 GSB Materials/ Stone Chips/ Aggregate /Gr-III Karjara 0 Cu m 8 MT 5.4 cum 0.000 cum

1 Stone Chips / Aggregate Mirjachauki 150 192.9 Cu m 8 MT 5.4 cum 0.000 cum

Coarse Sand Chanan 10 Cu m 8 MT 5.4 cum 0.000 cum

Moorrum Majhway 45 Cu m 8 MT 6 cum 1 cum

Local Sand Local 2 Cu m 8 MT 5.4 cum 0.000 cum

Bricks Local 7 %0 Nos 8 MT 2000 Nos 1 Nos

Cement Local 6 278 M T 8 MT 8 M T 1 M T

Steel Local 6 M T 8 MT 8 M T 1 M T

Bitumen Emulsion Ulberia 563 195.09 M T 8 MT 8 M T 1 M T

Bitumen Barauni 181 M T 8 MT 8 M T 1 M T

Hume Pipe (1000 mm Dia) Rajauli 30 126.56 R M 8 MT 10 R M 1 R M

Hume Pipe (600 mm Dia) Rajauli 0 54.24 R M 8 MT 25 R M 1 R M

Hume Pipe (300 mm Dia) Rajauli 0 R M 8 MT 60 R M 1 R M

ANALYSIS OF RATE FOR CARRIAGE OF MATERIALS FROM SOURCE TO WORK SITE BY RAIL & BY ROAD

Haulage Rate Excluding Cost of Loading, Unloading & Stacking Unit : - Tonne.KM

I Surfaced Road 9.4

II Kutcha Road 22.8

Sl.No. Materials Haulage Cost Cost of Loading & Unloading Carriage Cost By Rail Total cost Total Carriage Cost With cess 1% and GST 2%

Surfaced Kutcha

Stone Boulder / x x = / x x = 0 R 855.85

Stone Metal Gr.- I / x x = / x x = 0 R

Stone Metal Gr.-II / x x = / x x = 121 R 1,185.92

GSB Materials/ Stone Chips/ Aggregate /Gr-III / x x = / x x = 0 R 1,100.64

Stone Chips / Aggregate / x x = / x x = 0 RS 2,453.60

Coarse Sand / x x = / x x = 0 RS 380.17

Moorrum / x x = / x x = 0 RS 756.90

Local Sand / x x = / x x = 0 RS 259.60

Cement / x x = / x x = 0 RS 334.40

Steel / x x = / x x = 0 RS 334.40

8 Bitumen Emulsion / x x = / x x = 0 R 5,487.29

9 Bitumen / x x = / x x = 0 R 1,896.49

Hume Pipe (1000 mm Dia) / x x = / x x = 0 R 352.16

Hume Pipe (600 mm Dia) / x x = / x x = 0 R 144.48

Hume Pipe (300 mm Dia) / x x = / x x = 0 R 91.84

Junior Engineer Asstt. Engineer Executive Engineer

Materials Statement

NAGAR PARISAD BANKA

Sl No Item No Name of the Item Qty. Cement Coarse Sand Stone chips Bricks Local Sand Steel soil paver

1 Sand filling m3

Brick edge soling 0 m2

4 Brick flat soling m2

5 paver block 0 m2

11 40 mm th. I.P.S m2 0

m3 m3 m3 Nos. m3 Mt m3 nos

Junior Engineer Asstt. Engineer Executive Engineer

NAGAR PARISHAD BANKA

Name of Project BOQ of वार्ड संख्या-17 में सूरज झा के घर से रत्नेश्वर सिंह के घर तक रोड एवं नाला तथा डी.फ.ओ. से बिट्टू किराना दुकान तक पथ का निर्माण कार्य| CONSTRUCTION OF PCC ROAD IN MOCHANAVARAN ADIVASI TOLA.

Length of the drain M

NAGAR PARISAD BANKA Length of Earthen Surface Ch:- 0.00 m to Ch:- 118.00 m

This estimate amounting to Rs.4889743.00 has been made to meet the cost of construction of drain in ward no -25, provision for construction of drain only in252 MTR (Size 1.2mtr X )1.2 mtr. There is provision of earth work,sand filling, brick on Flat soling,and R.C.C work . The rate of items have been adopted from SOR of BCD. analysis of rates have been made for applicable item of SOR on prevailing labour and materials rate for bhagalpur division. The expenditure of this estimate will be charded under.......................................................... MTR

Junior Engineer

6 Design of Road Crust:

Provisions in DPR have been made for road crust as per pavement design and actual CBR value being 4% and L/S & C/S prepared on the basis of Levelling Survey .

Urban Devlopment And Housing Department

Nagar Parishad Banka

Estimated Cost :- Rs.

BOQ of वार्ड संख्या-17 में सूरज झा के घर से रत्नेश्वर सिंह के घर तक रोड एवं नाला तथा डी.फ.ओ. से बिट्टू किराना दुकान तक पथ का निर्माण कार्य|

Executive Engineer

Bhagalpur (ULB)