Construction of Boundary wall of Ram janki Temple at village /panchyat Murhadi under block Babubarhi, Madhubani.

GOVERNMENT OF BIHAR

PLANNING AND DEVELOPMENT DEPARTMENT, BIHAR

मंदिर चाहरदिवारी योजना

Construction of Boundary wall of Mahadev/Ram janki Temple (Munni baba sthan) at village devra (devnagar) in panchyat bela under block Babubarhi, Madhubani.

Estimated Cost:- Rs 3866577.00

Executive Engineer

LOCAL AREA ENGINEERING ORGANISATION

DIVISION – 1, MADHUBANI

GOVERNMENT OF BIHAR

PLANNING AND DEVELOPMENT DEPARTMENT

NAME OF DIVISION:- LAEO WORK DIVISION-01, Madhubani

Construction of Boundary wall of Mahadev/Ram janki Temple (Munni baba sthan) at village devra (devnagar) in panchyat bela under block Babubarhi, Madhubani.

ESTIMATED COST:- ₹ 3,866,577.00

THIS ESTIMATE HAS BEEN FRAMED ACCORDING TO JILA VIKASH SAKSHA MADHUBANI LETTER NO-170 DATED 15.02.2024 FOR THE MENTIONED WORK:-

Construction of Boundary wall of Mahadev/Ram janki Temple (Munni baba sthan) at village devra (devnagar) in panchyat bela under block Babubarhi, Madhubani.

PROVISIONS MADE IN THIS ESTIMATE ARE AS UNDER-

1. LENGTH OF BOUNDARY WAL- 341.46 m

2. HEIGHT OF BOUNDARY WALL- 2.69 m, Including grill work

3. OTHER PROVISIONS INCLUDE LOCAL SAND FILLING, BRICK FLAT SOLING, RCC, PILING, GATE ETC.

RATES HAS BEEN TAKEN FROM CURRENT B.C.D SCHEDULE OF RATE 01-01-2022 INCLUDING 18 PERCENT GST.

JUNIOR ENGINEER ASSISTANT ENGINEER EXECUTIVE ENGINEER

LAEO WD-1, MADHUBANI LAEO WD-1, MADHUBANI LAEO WD-1, MADHUBANI

योजना एवं विकास विभाग स्थानीय क्षेत्र अभियंत्रण संगठन के अंतर्गत योजना के स्वीकृति हेतु चेकलिस्ट

1 योजना /शीर्ष /कार्यक्रम का नाम मंदिर चाहरदिवारी योजना

2 प्राप्त आवंटन की विवरणी:

वित्तीय वर्ष : YEAR 2025-26

प्रसंग एवं तिथि:

3 कार्य का नाम Construction of Boundary wall of Mahadev/Ram janki Temple (Munni baba sthan) at village devra (devnagar) in panchyat bela under block Babubarhi, Madhubani.

4 प्राक्कलित राशि Rs 3866577.00

5 कार्य की लम्बाई /आकर /मात्रा /संख्या(जो लागू हो) 341.46

7 लोकसभा क्षेत्र का नाम झंझारपुर

विधानसभा क्षेत्र का नाम बाबूबरही

8 (i) प्रखंड /पंचायत का नाम छैारही

(ii) योजना से लाभान्वित होने वाले गाँव / टोला का नाम एवं जनसंख्या

9 चयन समिति की प्राथमिकता सूची की छायाप्रति /अनुशंसा पत्र की छाया प्रति /अन्य हेतु चयनित योजना की प्रासंगिक पत्र की छायाप्रति

10 कार्य से संबंधित योजना के मार्गदर्शिका के अनुरूप योजनाओं का चयन किया गया है या नही यदि हाँ तो किस क्रमांक की योजना है हाँ

11 क्या इस कार्य हेतु विवाद रहित सरकारी जमींन उपलब्ध है (हाँ या नहीं) | यदि हाँ तो सम्बंधित कनीय अभियंता एवं सहायक अभियंता का प्रमाण पत्र -

12 यदि नहीं तो क्या सम्बंधित भूस्वामियों द्वारा बिहार सरकार के पक्ष में भूमिदान पत्र (महामहिम राज्यपाल, बिहार के नाम से निबंधन ) प्राक्कलन के साथ संलग्न है या नही लागु नही

13 क्या प्रस्तावित योजना हेतु चिन्हित भूमि पर किसी प्रकार का अतिक्रमण है (हाँ या नही) नहीं

14 क्या प्रस्तावित योजना वन क्षेत्र में पड़ता है(हाँ या नही) यदि हाँ, तो क्या वन विभाग से अनापत्ति प्रमाण पत्र संलग्न है या नही नहीं

15 प्रस्तावित योजना में विगत पांच वर्षो में किसी प्रकार का कार्य हुआ है(हाँ या नही), यदि हाँ तो विवरण दे तथा यह अंकित करें कि प्रस्तावित योजना के प्राक्कलन में पूर्व योजना से सम्बंधित प्रयुक्त किया जा सकने वाले सामग्री के समुचित इस्तेमाल का प्रावधान किया गया है या नही नहीं

16 क्या प्राक्कलन में इंडेक्स प्लान, रुट चार्ट, लीड चार्ट संरचना का प्लान एलिवेशन, सेक्शन में विस्तृत Steel Reinforcement इत्यादि संलग्न है या नही हाँ

17 भवन निर्माण के मामले में सम्बंधित भूकम्प जोन के लिए संरचना भूकंप निरोधी है या नही यदि हाँ तो निरूपण अभियंता का प्लान एवं संरचना पर हस्ताक्षर है या नही लागू नहीं

18 गली निर्माण के साथ नाली एवं उसकी समुचित स्थान पर जल निकासी का प्रावधान किया गया है या नही, यदि नही तो क्यों? हाँ

19 क्या प्राक्कलन विस्तृत सर्वेक्षण कर तैयार किया गया है यदि हाँ तो कनीय अभियंता एवं सहायक अभियंता का स्थल सर्वेक्षण की तिथि हाँ

20 क्या यह सुनिश्चित कर लिया गया है कि योजना को पूर्णरूपेण पूरा करने के लिए सभी आवश्यक मदों का समावेश प्राक्कलन में कर लिया गया है एवं उसकी विशिष्टियां समुचित रूप से निर्धारित कर ली गयी हैं हाँ

21 विस्तृत प्राक्कलन तैयार करने की तिथि

22 प्राक्कलन में विस्तृत दर विश्लेषण सभी अवयवों के मद संख्या के साथ संलगन है या नही हाँ

23 प्राक्कलन सम्बंधित विभाग का अद्यतन अनुसूचित दर एवं संहिता (कोड) के प्रावधान के अनुरूप है या नही | यदि हाँ तो किस विभाग का है एवं लागु होने की तिथि BCD 01.01.2022

24 योजना में प्रयुक्त की जाने वाली सामग्री की धुलाई अनुमोदित क्वैर्री/ सामग्री स्थल से नुनतम दूरी से दी गयी है या नही, साथ ही रेलवे व सड़क मार्ग में से जिसकी दर कम हो के तुलनात्मक विवरणी संलग्न है या नही हाँ

25 प्राक्कलन पर तकनीकी अनुमोदन/ स्वीकृति की विवरणी

पदाधिकारी का नाम:

26 प्राक्कलन पर प्रशासनिक स्वीकृति करने वाले

पदाधिकारी का नाम:

GENERAL ABSTRACT OF COST

Construction of Boundary wall of Mahadev/Ram janki Temple (Munni baba sthan) at village devra (devnagar) in panchyat bela under block Babubarhi, Madhubani.

Sl. No. Discription of Work Amount (Rs.)

1. Cost of proposed scheme 3847339.68

Add Contigency lumpsum 19237.00

Grand Total 3866576.68

LAEO WD-1, Madhubani LAEO WD-1, Madhubani

DETAILED ESTIMATE

Construction of Boundary wall of Mahadev/Ram janki Temple (Munni baba sthan) at village devra (devnagar) in panchyat bela under block Babubarhi, Madhubani. INPUT SECTION

S.N. BCD SOR Code Item Description No L W D/T Qty. Unit Rate Amount(Rs.) 3847339.68 Item Description No Length Width Depth/ Thickness Qty. Stiffner Grill Stiffner Stiffner Grill Stiffner BCD SOR RATE Including GST F 1.0536

1 2.32 Clearing jungle including uprooting of rank vegetation ,grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared Boundary wall 1 1120.00' 0.83'

At proposed site 1 1120.00' 2.50' 2800.00 Sft Boundary wall (in mtr) 341.46 Band 4" Band 4"

Total 260.22 100Sqm 734.78 1912.04 Spacing of pile 8.00' 697.40 734.78

2 2.29.1 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m. All kinds of soil. No of pile 140 A Gate

At proposed site 1 1120.00' 2.50' 2800.00 Sft Addi Pile at exp. joint 21 B

Total 260.22 100Sqm 1428.05 3716.07 Pile 161 dia 0.83' 8.00' A+B Brickwork 10'' thick Brickwork 10'' thick 1355.40 1428.05

3 20.3A.1 Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soi! (vide classification of soil item A ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr , Lead in eluding all lifts , all complete as per approved disign anddirection of E/l Details of cost for 4 piles of 4 m= 16 mtrsBoring,providing & installing bored cast-in-situ R.C.C Piles Stiffner 161 0.83' 0.83' 7.83'

Total 1288.00 Ft Grade beam 1 1120.00' 0.83' 1.00'

392.68 m 187.86 737.69 Grill on wall 2.50' Grade Beam 1' depth 178.30 187.86

4 20.3A.2 63 CM (25) UNDER -REAM Making 63 cm (25) dia under ream at required with hand auger of approved quality in ordinary soil (vide classification of soil ifem - A) true to plumb and without eccentri city in my stage of opration and disposal of the excavated earth up to 50 mts lead in eluding all lifts , all complete as per approved design and direction of (E/l Parapet band 0.33' Pile Pile Pile Pile 0

Total 0.00 Each 200.39 0.00 Height of Boundary wall 8.83' Ft 190.2 200.39

Height of Boundary wall 2.69 Mtr

5 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. 0

Deduction for pilling 161 0.785 0.69' 0.58' -50.50 0

6 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Details of cost for 10 cum 0

Deduction for pilling 161 0.785' 0.69' 0.33' -28.73 0

Total 278.04 Cft

7 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 0

Deduction for pilling 161 0.79' 0.69' -87.07 0

Total 842.53 Sft

5.33A Providing and laying in position machine batched, machine mixed andmachine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centring, shuttering finishing and reinforcement, M-20 grade reinforced cement concrete 0

8 5.33A.1 All work upto plinth level 0

Total 929.60 Cft

5.33A.2 All works above plinth level upto floor V level

9 5.33A.2.1 Walls columns, pillars, posts and struts 0

Stiffeners/column 161 0.83' 0.83' 7.83' 868.45 0

Total 1564.98 Cft 0

10 5.33A.2.2 Beams, planth beams, girders, bressumers, contilevers Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. 0

Dedu.for stiffner 161 0.830' 0.83' 0.33' -36.60 0

Total 263.59 Cft 0

11 6.1.14A+6.3A Brick work with bricks of class designation 100A in Brick work in superstructure with Cement mortar 1:6 (1 cement : 6 coarse sand ) 0

Total 3993.84 Cft 0

12 9.48.1 Providing and fixing M.S. grills of required pattern in frames of windowsetc. with M.S. flats, square or round bars etc. including priming coatwith approved steel primer all complete 0

For M.S Gril welded Gate 2 12.00' 7.00' 168.00 Sft 0

Grill on top of wall 1 1120.00' 2.50' 2800.00 0

Deduction for stiffner 161 0.83' 2.50' -334.08 0

Deduction for Gate 2 12.00' 2.50' -60.00

Total 2405.93 Sft 0

13 13.11.4 12 mm cement plaster of mix:1:6(1 cement: 6 coarse sand) 0

Stiffner for grill ht 322 0.83' 0.83' 2.50' 1336.30 0

Total 9227.58 Sft 0

14 13.12.4 15 mm cement plaster on rough side of single or half brick wallof mix.1:6 (1 cement: 6 coarse sand) 0

Total 6961.68 Sft 0

15 13.75 Distempering with dry distemper of approved brand and manufacture (two or more coays) and of required shade on new work over and including priming coat of whiting to give an even shade. 0

Area vide item no.(13 + 14 ) 16189.26 Sft 0

13.82 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade:

16 13.82.1 New steel work (two or more coats)

Area vide item no. 12 168.00 + 2405.93 2573.93 Sft 0

5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. 0

Total 2758.17 Cft 0

Wt. @ 2.25 Kg/Cft 6205.89 Kg 0

5.9 Centring and shuttering including strutting,propping etc. and removal of form for 0

20 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers. 0

Ded for stiffner 322 0.83' 0.33' -88.20 0

Ded in top band at gate 4 12.00' 0.33' -15.84 0

Total 2875.16 Sft 0

21 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts 0

Stiffners /column 322 0.83' 0.83' 7.83' 4185.29 0

Total 4185.29 Sft 0

22 Carriage of Materials

ii Local sand (1+2) KM 9.07 cum 337.37 3060.00

iii Coarse Sand 88.50 cum 4385.29 388098.00

iv Stone chips 66.39 cum 2906.97 192994.00

23 Extra cost of materials

ii Cement 802 bags 6.69 5363.00

24 Seigniroage Fee

ii Local sand (1+2) KM 9.07 cum 14.85 135.00

iii Coarse Sand 88.50 cum 17.58 1556.00

iv Stone chips 66.39 cum 59.36 3941.00

Total Rs. 3847339.68

LAEO WD-1, Madhubani LAEO WD-1, Madhubani

Material Statement

Item of work Qty Unit Cement S.Chips C.Sand Brick L.sand

L/S/Filling 7.87 cum - - - - 7.87

B/F/Soling 78.30 sqm - - - 2506 1.20

Unit bags cum cum nos cum

LAEO WD-1, Madhubani LAEO WD-1, Madhubani

BILL OF QUANTITY

Construction of Boundary wall of Ram janki Temple at village /panchyat Murhadi under block Babubarhi, Madhubani.

BOQ COST: 1567762.00

EARNEST MONEY 31500.00

S.N. BCD SOR Code Item Description Qty. Unit Rate Amount(Rs.)

1 2.32 Clearing jungle including uprooting of rank vegetation ,grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared 105.72 100Sqm 734.78 776.81

2 2.29.1 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m. All kinds of soil. 105.72 100Sqm 1428.05 1509.73

3 20.3A.1 Making 25 cm (10") dia bore up to 4 mtr depth below ground with hand auger of approved quality in ordinary soi! (vide classification of soil item A ) true to plumb and without eccentri city in any stage of operation and disposal of the excavated earth up to 50 mtr , Lead in eluding all lifts , all complete as per approved disign anddirection of E/l Details of cost for 4 piles of 4 m= 16 mtrsBoring,providing & installing bored cast-in-situ R.C.C Piles 138.72 m 187.86 26059.94

4 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. 5.63 Cum 380.03 2139.57

5 2.28 Supplying and Filling in plinth with local sand and under floors including, watering, ramming consolidating and dressing complete. Details of cost for 10 cum 3.20 Cum 302.70 968.64

6 11.72 Providing designation 100 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l, 31.83 Sqm 298.48 9500.62

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

7 5.33A.1 All work upto plinth level 10.69 Cum 5011.87 53576.89

5.33A.2 All works above plinth level upto floor V level

8 5.33A.2.1 Walls columns, pillars, posts and struts 16.90 Cum 5577.23 94255.19

9 5.33A.2.2 Beams, planth beams, girders, bressumers, contilevers Suspended floors lintels roofs and staircases including spiral staircases, shelves etc. 3.02 Cum 5981.50 18064.13

10 6.1.14A+6.3A Brick work with bricks of class designation 100A in Brick work in superstructure with Cement mortar 1:6 (1 cement : 6 coarse sand ) 45.72 Cum 5965.59 272746.77

11 9.48.1 Providing and fixing M.S. grills of required pattern in frames of windowsetc. with M.S. flats, square or round bars etc. including priming coatwith approved steel primer all complete 1876.28 KG 152.25 285663.63

12 13.11.4 12 mm cement plaster of mix:1:6(1 cement: 6 coarse sand) 346.96 Sqm 149.08 51724.80

13 13.12.4 15 mm cement plaster on rough side of single or half brick wallof mix.1:6 (1 cement: 6 coarse sand) 261.73 Sqm 171.53 44894.55

14 13.75 Distempering with dry distemper of approved brand and manufacture (two or more coays) and of required shade on new work over and including priming coat of whiting to give an even shade. 608.69 Sqm 74.28 45213.49

13.82 Painting with ready mixed paint of approved brand and manufacture in all shades to give an even shade:

15 13.82.1 New steel work (two or more coats) 98.20 Sqm 87.98 8639.64

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

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

19 5.9.5 Lintels, beams, plinth bams, griders, bressumers and contilevers. 108.44 Sqm 426.39 46237.73

20 5.9.6 Columns,Pillars, Piers, Abutments, Posts and Struts 157.04 Sqm 520.90 81802.14

Carriage of Materials

22 Local sand (1+2) KM 3.69 cum 337.37 1245.00

23 Coarse Sand 35.37 cum 4274.70 151196.00

24 Stone chips 26.02 cum 2906.97 75639.00

Extra cost of materials

26 Cement 317 bags 6.69 2121.00

Seigniroage Fee

28 Local sand (1+2) KM 3.69 cum 14.85 55.00

29 Coarse Sand 35.37 cum 17.58 622.00

30 Stone chips 26.02 cum 59.36 1545.00

Total Rs. 1567761.81

BAR BENDING SCHEDULE (BBS)

Name of work: Construction of Boundary wall at …...................

Sr. No Description of Bars Dia Of Bar (mm) Spacing (ft) No of Item No. of bar Total No. Of bar Shape of the bar (Dimension in m) Length by parts (in ft) Total length (ft) Deduction Cutting length (ft) Bar Dia. (ft)

A B C D E Lap/ Splice 8 10 12 16 20 25

Outer piles up to parapet 10 161 4 644 16.50' 16.50' 16.50' - 10623.42' - - - - Item Description No L W D/T

Dia Wise Total Length in ft. 14640.54' 10623.42' 0.00' 0.00' 0.00' 0.00' Boundary wall 1 1120 0.83

Total Weight in kg 3754.069 Grade beam 1 1120 0.83 1

Dia Wise Total Length in ft. 5938.90' 0.00' 4478.66' 0.00' 0.00' 0.00'

Total Weight in kg 1921.907

Dia Wise Total Length in ft. 3313.46' 0.00' 0.00' 0.00' 0.00' 0.00'

Total Weight in kg 397.616

Total Weight in kg 6073.590