CONSTRUCTION OF PAVER BLOCK ROAD FROM PINTU KHALIFA UPTO REKHA DEVI IN WARD NO.- 20 AT KATIHAR.

URBAN DEVELOPMENT AND HOUSING DEPARTMENT

KATIHAR MUNICIPAL CORPORATION, KATIHAR

Group -20/ NIT No-25/2025-26

Bill of Quantity for CONSTRUCTION OF PAVER BLOCK ROAD FROM PINTU KHALIFA UPTO REKHA DEVI IN WARD NO.- 20 AT KATIHAR.

Date of Online Saleing of B.O.Q. 06.04.2026 upto 15:00 P.M.

Last Date of Online Submission 13.04.2026 upto 15:00 P.M.

Estimated Cost (As Per BOQ)

Earnest Money 13400

Time of Completion (in months) Two Month

Cost of B.O.Q. 1250

Sl. No. Item of Works Unit Quantity Rate Amount

1. R.C.D. S.O.R. 3.16(ii) Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. Rolling with smooth wheeled roller all complete as per specification and direction of E/I. M3 54.88

2. B.C.D 2.28 Supplying and Filling in pilinth with local sand and under flors including, watering ramming conslolidating and dressing complete.in road embankment all complete job as per building specification and direction of E/I. M3 13.72

3. B.C.D 11.73 Providing designation 100A one brick edge soling joints filled with local sand including cost of watering taxes royalty all complete job as per building specification and direction of E/I. M2 91.47

4 11.79.2 Paver Block of 80mm thick c.c of M35 grade with white/color desing. all complete as per building specification and direction of E/I.

5. B.C.D 4.1.2 Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.M200 1:1.5:3(1 Cement :1.5 coarse sand (Bhagalpur/Jagdishpur) :3 graded stone aggregate 20 mm nominal size) As per specification and direction of E/I. M3 1.37

6 Diffrence cost of Materials :

(i) Bricks Per %0 Nos. 2927

(ii) Cement M.T 0.73

7 Carriage cost of terials :

(i) Bricks Per %0 Nos. 2927

(ii) Local Sand M3 71.34

(iii) Stone chips M3 1.16 3484.3

(iv) Coarse Sand M3 2378.1

(v) cement + Paver M.T 0.73

8 Senigniorage charg

Bricks Per %0 Nos. 2927

Local Sand M3 16.46

Stone chips M3 69.75

9. BCD 2.8.1 Earth work in excavation in foundation trenches or drains (notexceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m . including getting outthe excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All Kinds of soil M3 42.48

10. BCD 2.28 Supplying and Filling in pilinth with local sand and under flors including, watering ramming conslolidating and dressing complete.in road embankment all complete job as per building specification and direction of E/I. M3 3.54

11. BCD 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. M² 46.47

12. BCD 5.1.2 Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring,shuttering,finishing and reinforcement -All work puto plinth level 1:1:5:3(1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size)direction of E/I, M3 21.41

13 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.all complete as per building specification and direction of E/I.

Qty of RCC Vide item no. kg 2141

14. BCD 5.9.2 Centring and shuttering including strutting,propping etc. and removal of form for. Walls (any thickness) including attached pilasters Butteresses, plinth and string courses etc. all complete job as per specification and direction of E/I M² 199.81

15 Carriage cost of materials :

(i) Local Sand M3 4.25

(ii) Bricks Per %0 Nos. 1500

(iii) Coarse Sand M3 2378.1

(iv) Stone chips M3 18.2

16 Diffrence cost of Materials :

(i) Bricks Per %0 Nos. 1500

(ii) Cement Bag 171.28

17 Senigniorage charg

(i) Local Sand M3 4.25

(ii) Bricks Per %0 Nos. 1500

(iii) Coarse Sand M3

(iv) Stone chips 20 mm M3 12.2

(v) Stone chips 10 mm M3 5.99