Construction of P C C Road R.c.c Drain with slab from rajendra pan dukan to Durga mandir in ward no 26

DISTRICT:- ROHTAS

DEHRI NAGAR PARISAD

NAME OF SCHEME:- DETAILED ESTIMATE FOR

योजना के नाम- वार्ड न. 26 में राजेंद्र पान दुकान से लेकर दुर्गा मन्दिर तक आरसीसी नाली एवं पीसीसी कार्य |

ESTIMATED COST :- ₹ 2,143,743.00

DEHRI DALMIYANAGAR NAGAR PARISAD

GENERAL ABSTRACT OF COST

योजना के नाम- वार्ड न. 26 में राजेंद्र पान दुकान से लेकर दुर्गा मन्दिर तक आरसीसी नाली एवं पीसीसी कार्य |

SL.NO. ITEM OF WORK AMOUNT

1 CIVIL WORK ₹ 2,133,743.00

2 SIGN BOARD ₹ 0.00

3 CONTINGENCY ₹ 10,000.00

TOTAL AMOUNT ₹ 2,143,743.00

AMOUNT SAY ₹ 2,143,743.00

Junior Engineer Assistant Engineer

DEHRI DALMIYANAGAR NAGAR PARISAD DEHRI DALMIYANAGAR NAGAR PARISAD

EXECUTIVE ENGINEER

NAGAR PRAMANDAL ROHTAS+KAIMUR (SASARAM)

1 Name of scheme:-

योजना के नाम- वार्ड न. 26 में राजेंद्र पान दुकान से लेकर दुर्गा मन्दिर तक आरसीसी नाली एवं पीसीसी कार्य |

2 Block/District:- DEHRI

3 Estimated Cost:- ₹ 2,143,743.00

इस योजना का प्राक्कलन नगर परिषद डिहरी डालमियानगर की साधारण बोर्ड के ......................... में रु. 21,43,743.00 का प्रशासनिक स्वीकृति सर्वसम्मति से दिया गया है A प्राक्कलन में आरसीसी नाली स्लैब सहित पीसीसी का तैयार किया गया हैAइस योजना के कर्यान्वयन से नगर परिषद डिहरी -डालमियानगर के अंतर्गत वार्ड संख्या - 26 में रोड एवं नाली का समस्या का समाधान किया गया हैA

5 Rate:- All the rates are based on Schedule rate effective from BCD 01-01-2022

Junior Engineer Assistant Engineer

DEHRI DALMIYANAGAR NAGAR PARISAD DEHRI DALMIYANAGAR NAGAR PARISAD

Executive Engineer

DEHRI DALMIYANAGAR NAGAR PARISAD

योजना के नाम- वार्ड न. 26 में राजेंद्र पान दुकान से लेकर दुर्गा मन्दिर तक आरसीसी नाली एवं पीसीसी कार्य |

S.N. Items Quantity Unit Rate Amount

1 Labour for Cleaning and levelling the site all complete job as per specification and direction of E/I

2 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.

3 Demolishing cement concrete including disposal of material within 50 metre lead:

4 Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead: In cement mortar

5 Excavating ,supplying and filling of local earth (including royality but excluding carriage cost)by mechanical transport upto a lead of 3 KM also including ramming and watering of earth in layer not exceeding 20cm in treanchs ,plinth side of foundation etc.

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

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

8 11.72Providing 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,

9 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level 1:1.5:3(1Cement: 1.5 Coarse sand: 3 graded stone aggregate 20mm nominal size

10 Providing and laying in position specified Mix of reinforced cement concrete excluding the cost of centring,shuttering.finishing and reinforcement-All work puto plinth level 1:1.5:3 (1Cement:1.5 Coarse sand:3graded stone aggregate 20mm nominal size)

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

12 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars (Fe500) 10mm dia.

5.22.7B Qty. of RCC vide item no. 8 2190.00 cft

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

12 Providing and laying Polished 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 18mm thick stones lab over 20mm(average thick base of cement mortar1:4(1cement :4coarse 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

13 Lettering with black Japan paint of approved brand and manufacture

14 Add Carriage of Material

(c )Coarse Sand 61.69 m3 440.00 27142

(d) Local Sand 2P+1K 83.38 m3 316.15 26362 S.No. items names Qty. Bricks C. sand S.Chips(10mm) S.Chips(20mm) S.Chips(40mm) Earth work L/Sand cement Steel

(e) disposal materials 0.00 m3 316.15 0

15 Difference of cost Unit No. M³ M³ M³ M³ MT MT

Junior Engineer

DEHRI DALMIYANAGAR NAGAR PARISAD

Junior Engineer Assistant Engineer

DEHRI DALMIYANAGAR NAGAR PARISAD DEHRI DALMIYANAGAR NAGAR PARISAD

EXECUTIVE ENGINEER

DEHRI DALMIYANAGAR NAGAR PARISAD

योजना के नाम- वार्ड न. 26 में राजेंद्र पान दुकान से लेकर दुर्गा मन्दिर तक आरसीसी नाली एवं पीसीसी कार्य |

B.O.Q AMOUNT RS:- ₹ 2,133,743

EARNEST MONEY RS:- ₹ 42,700

S.N. Items Quantity Unit Rate Amount

1 Labour for Cleaning and levelling the site all complete job as per specification and direction of E/I

2 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.

3 Excavating ,supplying and filling of local earth (including royality but excluding carriage cost)by mechanical transport upto a lead of 3 KM also including ramming and watering of earth in layer not exceeding 20cm in treanchs ,plinth side of foundation etc.

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

5 11.72Providing designation 100 A one brick edge soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/l,

6 11.72Providing 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,

7 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level 1:1.5:3(1Cement: 1.5 Coarse sand: 3 graded stone aggregate 20mm nominal size

8 Providing and laying in position specified Mix of reinforced cement concrete excluding the cost of centring,shuttering.finishing and reinforcement-All work puto plinth level 1:1.5:3 (1Cement:1.5 Coarse sand:3graded stone aggregate 20mm nominal size)

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

10 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars (Fe500) 10mm dia.

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

12 Providing and laying Polished 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 18mm thick stones lab over 20mm(average thick base of cement mortar1:4(1cement :4coarse 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

13 Lettering with black Japan paint of approved brand and manufacture

12 Add Carriage of Material

(b) Stone Chips(20mm) 128.67 m3 1877.90 241624

(c )Coarse Sand 61.69 m3 440.00 27142

(d) Local Sand 83.38 m3 316.15 26362 S.No. items names Qty. Bricks C. sand S.Chips(10mm) S.Chips(20mm) S.Chips(40mm) Earth work L/Sand cement Steel

13 Difference of cost

(a) Brick 22,843 %0 nos. 278.30 6357 Unit No. M³ M³ M³ M³ MT MT

Multiplying factor 1.0536 RS:- 2111180 3 L/sand Filling 70.94 - - - - 70.94 -

Junior Engineer

Junior Engineer Assistant Engineer DEHRI DALMIYANAGAR NAGAR PARISAD

DEHRI DALMIYANAGAR NAGAR PARISAD DEHRI DALMIYANAGAR NAGAR PARISAD

EXECUTIVE ENGINEER

DEHRI DALMIYANAGAR NAGAR PARISAD