NIT NO: 52/Tech.-11/NPN/CHIRIMIRI/2026, Dt. 02.04.2026

MUNICIPAL CORPORATION CHIRMIRI

BOQ FOR CONSTRUCTION OF C.C. RAOD AND RETAINING WALL FROM SHAMBHU CHOWK TO RAILWAY STATION,WARD NO. 16, CHIRMIRI (C.G.)

(As per P.W.D ROAD S.O.R. W.E.F. 01.01.2025)

S.N. Detail of Item Cost Length Unit Amount

ROAD S.O.R (01.01.2025)

2 Retaining Wall 335.00 Mtr. 6268857.43

TOTAL 8189351.68

CONSULTANCY @ 1.16 % 94996.48

GRAND TOTAL 8284348.16

SAY RS. (IN LACS) 82.85

Sub Engineer Assistant Engineer Executive Engineer

Architect & Engineer Rajhans Consultants and Technocrats Pvt. Ltd. , Bhilai

MUNICIPAL CORPORATION CHIRMIRI

BOQ FOR CONSTRUCTION OF C.C. RAOD AND RETAINING WALL FROM SHAMBHU CHOWK TO RAILWAY STATION,WARD NO. 16, CHIRMIRI (C.G.)

(As per P.W.D ROAD S.O.R. W.E.F. 01.01.2025)

S.N. P.N. PARTICULAR Q UNIT RATE AMOUNT

1 9.8 Plain cement concrete complete as per drawing and Technical Specifications 382.50 Cum. 4255.00 1627537.50

As per CG PWD Building SOR. Wef -01/01/2015 Length Mtr 335.00

SNo Code Particulars Qty Unit Rate Amount

1 1.2 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area). 837.50 Sqm 7.20 6030.00

2 1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.

1.1.1 In all type of Soils 1381.88 Cum 185.00 255647.00

3 1.10 Pumping out water caused by springs tidal or river seepage, broken water main or drains and like during Excavation or during Excavation and laying of base concrete (volume to be calculated taking height from water level to bottom of pit and to be measured and paid) 301.50 Cum 146.00 44019.00

4 1.18 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete. 50.25 Cum 371.00 18643.00

5 1.17 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M.

6 3.1 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). 75.38 Cum 2970.00 223864.00

7 3.2 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.

3.2.1 1:1 ½ :3 (1 cement : 1 ½ coarse sand : 3 graded stone aggregate 20mm nominal size). 586.25 Cum 4163.00 2440558.75

8 3.12 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:

9 2.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:

2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level. 201.78 Sqm 139.00 28047.00

2.1.2 Wall of any thickness including attached pilasters, buttresses etc. in super structure 1608.00 Sqm 228.00 366624.00

12 1.26 Carriage by mechanical transport upto 5 km lead:

50% of Excavtion 690.94 Cum 111.00 76694.00

13 3.9 Bridge SOR 2025 Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia. AC pipe, extending through the full width of the structure with slope of 1 V: 20 H towards drawing face. Complete as per drawing and Technical specifications section 2706 and 2200 402.00 mtr 438.00 176076.00