370 date 15 .10.2026

OFFICE OF THE MUNICIPAL CORPORATION JAGDALPUR,DIST:-BASTAR

BOQ for Construction of BT Road Winding work, RCC Drain, Pathwey, Electric works at PG College to Nalanda Parishar to Chitrkut Road ward no- 48 jagdalpur

Building SOR 10/06/2026

S.N SOR ITEM PARTICULAR ITEM QTYS UNIT RATE AMOUNT

1 3.2 Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all leads & lifts as per relevant clauses of section 300.road wainding 1965.00 cum 0.00

2 4.1 Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 (a)Plant mix method (with Mechanically crushed stone only) (b) For Lower Sub-base with (ii) Grading-VI Material 786.00 cum 0.00

3 4.6 Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406. 1179.00 cum 0.00

4 5.3 Bituminous Macadam Providing and laying bituminous macadam as per clause 504 with mixed prepared in minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction. (b) With mechanical paver finisher (ii) for Grading II (19 mm nominal maximum size aggregate, bitumen content 3.40%) 286.00 cum 0.00

5 5.7 Bituminous Concrete Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects. (b) With Mechanical paver - for Grading II (13.2 mm nominal size aggregate) with bitumen 6.0 % 264.78 cum 0.00

6 8.22 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound as per MoRTH Grade 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes. Road Marking 171.00 sqm 0.00

Building SOR 10/06/2026

1 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 types of soils. Drain 1096.04 cum 0.00

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. 116.6 cum 0.00

5 3.1 Providing and laying nominal mix plain cement concrete with crushedstone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.(3.1.2) 1:3:6 (1 cement : 3coarse sand : 6 graded stone aggregate 40mm nominal size). culvert base work 139.92 cum 0.00

6 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. 2756 sqm 0.00

6 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) 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). 400.68 cum 0.00

7 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:(3.12.1) Thermo-Mechanically treated bars FE 415 - 85kg/cum 34057.80 kg 0.00

8 1.26 Carriage by mechanical transport upto 5 km lead:(1.26.1) earth 80% qty as per excavation and dismantal material 876.8 cum 0.00

9 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. side filling of drain 190.80 cum 0.00

Building SOR 10/06/2026

1 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 types of soils gaurd wall. 136.80 cum 0.00

2 3.1 Providing and laying nominal mix plain cement concrete with crushedstone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.(3.1.2) 1:3:6 (1 cement : 3coarse sand : 6 graded stone aggregate 40mm nominal size). culver 136.80 cum 0.00

3 as per building sor 7.5 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in: (7.5.5) Cement Mortar 1:8 (1 cement : 8 coarse sand) gaurd wall 91.20 cum 0.00

4 7.2 Providing and making 12mm thick cement plaster of mix:(7.2.4) In Cement Mortar 1:6 (1 cement : 6 fine sand) plaster 304.00 sqm 0.00

5 14.54 Providing and applying plaster of paris putty over plastered wall surface including scaffolding complete (14.54.1) Upto 2 mm thickness to make surface even and smooth in line and level qtys as plaster 304.00 sqm 0.00

6 14.59 Providing and applying Polymaric cement primer on all surface applied @ 0.80 litrs/10 sqm as per relevant I.S. code 15489:1974 (product such as Birla white primacoat/activcoat, Asian Trucare , Dulux interior cement primer, Opus Calista / I10 ) with all tool tackles and labour etc. complete for the work 304.00 sqm 0.00

7 14.63 Providing and applying Economy Plastic emulsion paint with roller application minimum three coats appied @ 1.25 lit / 10 Sqm up to final finish as per relevant I.S. Code 15489:2013 Type -1 Class D & C (Glossy and Semi Glossy Finish) of required shade (product such as Tractor emulsion , Dulux Promise, Nerolac Bueaty Silver, Berger bison/breeze , Opus I30/ Style Paint) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour complete for the work . (With 2 Year warranty) 304.00 sqm 0.00

8 4.14 Providing & laying precast interlocking concrete blocks of required compressive strength with approved size, shape/ pattern over coarse sand bed of thickness 30 +/- 5 mm and joints filled with fine sand including leveling with surface vibrator, temping and sweeping etc. complete as per IRC-SP-63. (a\) 60mm thick precast interlocking concrete block of C.C. M-30 grade on Footpath/Cycle Track (ii) Polymer coated coloured precast interlock concrete blocks 1140.0 sqm 0.00

CGPWD EM SOR 10/04/2026

1 30.1 Earth work in all type soil except soft rock / hard rock with all lead and 1.5 metre lift, dressing, stacking excavated strata including refilling of excavated soil in trench / pit to ground level complete as per specification. 21.87 cum 0.00

2 30.13 Providing and laying Cast-in-situ cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm including mixing with mechanical mixer, compacting with vibrator, finishing and currying etc. complete but excluding form work 3.65 cum 0.00

3 19.12 Designing and providing suitable RCC foundation in Cement Concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) for 3 mere to 12 metre high GI octagonal pole including steel reinforcement form work, embeding 2 nos 50mm dia PVC pipe for cable entry in each foundation, excavation disposal of surplus soil and curing etc. as per specification. 6.48 cum 0.00

4 19.7 Supply of hot dipped galvanized (in single dip to minimum 75 micron) octogonal pole made of 3mm thick steel grade E-350 sheet having window and flush cover with locking arrangement at suitable height from base for cable termination block, pole suitably reinforced with welded steel section at window cut section to make the strength of pole unaffected, with following minimum specifications with 4 way terminal connector including 3mm thick anchor plate, 4 nos 20mm dia foundation bolts of EN8 grade, and as per IS 2062 & BS EN: 10025. (designed for wind speed upto 180km/hr, IS: 875 Part 3)(19.7.1) 7 metre high, dia 130mm at bottom and 90mm at top, base plate size 220x220x12mm, foundation bolts 700mm long electric pole 30.00 each 0.00

5 19.11 Erection of GI octogonal/ tubular/conical pole on existing cement concrete foundation having grouted bolts and nuts, aligning in true vertical position as per specification.(19.11.5) 7 metre high electric pole 30.00 each 0.00

6 19.9 Supply and fixing following street light pole bracket on existing pole made out of 50 mm dia MS "B" class pipe welded to 300 mm long MS pole canopy of suitable dia at a angle of 102.50 including having MS triangular stiffner of size 150 X 50 X 5 mm thick, making arrangement for tightening the bracket with pole by providing suitable size heavy duty nuts and bolts in canopy, painting with one coat of approved steel primer etc. as per specification.(19.9.2) Single Over Hang 1.00 metre Long 30.00 each 0.00

6 14.1.1 Supplying and laying ISI marked double wall HDPE pipe (IS 14930 Part II) having corrugation on the outer wall and plan surface on inner wall in ground below road, path etc at a depth not less than 40 cm and upto 90 cm including excavation, dismantling of road if required and refilling the trench with excavated material, ramming and making the surface good etc. as per specification.63 mm outer dia and 50 mm Inner dia 760.00 mtr 0.00

8 12.1 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal and salt as per specification and IS Code 3043: 1987(R 2016) 6.00 each 0.00

9 12.17 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as per specification. 300.00 mtr 0.00

10 15.3.8 Supplying and laying following sizes one number FRLS PVC insulated /XLPE, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade in existing RCC/ HUME/ STONEWARE/ METAL/ HDPE pipe as per specification, IS: 1554 (1988, Part 1) / IS: 7098 (1988, Part 1). 3 x 16 sq. Mm 760.00 mtr 0.00

11 15.23 Supplying and making end termination with brass compression gland and aluminum lugs for following size armoured aluminum conductor power cable of 1.1 KV grade as per specification (15.23.9) 3 X 16 sq. mm (22 mm) 30.00 each 0.00

12 9.1 Supplying and fixing SP MCB, 240 volts, 'B' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as per specification. (9.10.1) 6 amps to 32 amps 30.00 each 0.00

13 3.11 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, multi strand wire in the existing surface/ concealed, FRLS PVC conduit /PVC casing caping as per specification and IS: 694 (2010(3.11.13) 3 x 2.5 sq. Mm 760.00 mtr 0.00

14 6.28 Supplying, installation, testing and commissioning of following 230/250 volts LED street light fitting with all accessories like driver, heat sink made of die cast aluminium with IP 66 protection and 15 KV surge protection on pole bracket, including connection, earthing, Separate housing for driver etc complete as per specification and P.F. should be greater than 0.9. LED chip efficacy ratio ≥ 120 lumens /watt. (6.28.7) 45 watt 30.00 each 0.00

Sub -Total 0.00

Add 18% GST 0.00