NIT NO: 357/Tech.-11/NPN/CHIRIMIRI/2026, Dated 21/04/2026

MUNICIPAL CORPORATION CHIRMIRI

BOQ FOR GAURAV PATH AT - JANPAD SCHOOL BADI BAZAR TO GODIPARA GURUDWARA CHOWK ,CHIRMIRI (C.G.)

ESTIMATE FOR BT. ROAD

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

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

1 4.6 Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the ... in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.)

Existing Work (Patch Work 10% of Total Road Length) 291.60 CUM 1606.00 468309.60

2 5.1 Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS- 1, grade confirming to IS:8887) on.. mechanical means as per clause 502. (i) on WBM/WMM surface @0.85 Kg/sqm. 14580.00 SQM 77.00 1122660.00

3 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.

(ii) Granular surfaces treated with primes @ 0.30 kg /Sqm 14580.00 SQM 18.00 262440.00

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. 583.20 CUM 6380.00 3720816.00

5 5.7 Bituminous Concrete Providing and laying bituminous concrete with minimu 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

(i) for Grading I (19 mm nominal size aggregate) with bitumen 5.5 % 874.80 CUM 9078.00 7941434.40

6 8.22 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic .. 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.) 850.50 SQM 627.00 533263.50

7 8.32 (ROAD SOR 2015) Road Markers/Road Stud with Lens Reflector (Providing and fixing of road stud 100x 100 mm, die cast in aluminum, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BIS:873, part-IV:1973) 2430.00 EACH 267.00 648810.00

As per CG PWD Electrical sor w.e.f. 01-06-2020

1 19.8 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 4mm thick anchor plate, 4 nos 24mm 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)

i 6 metre high, dia 130mm at bottom and 90mm at top, base plate size 220x220x12mm, foundation bolts 600mm long 77 Each 7365.00 567105.00

2 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. (SOR: 19.12 46.2 cum 5219.00 241117.80

3 19.11.4 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.

i 6 metre high, 77 Each 805.00 61985.00

4 19.27 Supplying and fixing of single over hang (Arm) 1500 MM (long) x50 mm dia decorative GI street light pole bracket made out of GI "A" Class pipe welded to 300 MM Long GI Pole canopy of suitable dia at angle of 102.50 Degree including having GI triangular stiffner and making arrangement for tightening the bracket with pole by providing suitable size heavy duty nuts and bolts in canopy including FRP Dome on existing pole etc. as per enclosed drawing and as per direction of engineer-in-charge. 77 Each 2050.00 157850.00

5 15.3.11 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).

7 14.2.1 Supplying and laying HDPE pipe of 4kg/Sqcm 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.

i 63 mm outer dia 1925 Mtr 124.00 238700.00

8 12.19. Providing maintenance free earthing with following size GI pipe including making bore pit of minimum 150mm dia, providing and laying approved make Earthing Electrode of Pipe-in-Pipe technology as per IS 3043(R 2016)-1987 made of corrosion free G.I. Pipes having outer pipe of 80mm dia and inner pipe of 50mm dia and filling with specified qty highly conductive compound around pipe and above that with soft soil in bore pit complete and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. as per specification:

1 With 3 metre long GI Pipes and 50 kg back filling compound. 77 Each 10955.00 843535.00

9 9.10.1 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.

i 6 amps to 32 amps 77 Each 151.00 11627.00

ii 40 amps 2 Each 313.00 626.00

10 15.28 Supplying, fixing and cramping suitable size and all type aluminium ferule/ lugs to following size 1.1 KV grade power cable core / lead, pressed with high pressure cramping tool including connection to switch gear/ MCCB etc as per specification. .

11 19.134 Providing and making suitable CC pole collar (muffing) in Cement Concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) of size 0.4 m dia and 0.4 m height from existing CC foundation. 77 Each 251.00 19327.00

12 32.2.4 Providing following size ISI marked FRLS PVC insulated , PVC sheathed, flexible copper conductor wire.

32.2.4 1.5 sq. mm three core 924 mtr 35.00 32340.00

13 6.28.8 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.

14 12.18 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ concealed conduit/ submain wiring/ cable as per specification. 154 Mtr 19.00 2926.00

15 14.3.2 Supplying and laying following size medium class G.I. pipe 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.

80 mm internal dia 154 Mtr 527.00 81158.00

16 6.59 Supply and installation of timer including relay and contactor set complete as required 2 Each 3929.00 7858.00

17 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. 77.00 Cum 168.00 12936

18 30.5 Filling of excavation stuff of any kind made available for filling except B.C. soil in layers including ramming and watering. 15.40 Cum 67.00 1031.8

19 12.2 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe, with charcoal and salt as per specification and IS Code 3043: 1987(R 2016) 77.00 Set 3734.00 287518.00

ESTIMATE OF GANTRY BOARD

(Road SOR Items) W.E.F. - 01.01.2025

1 8.4 Retro- reflectrorized Traffic signs as per Clause 801 Providing and fixing of retro- reflectrorized cautionary, mandatory and informatory sign digitally printed over reflectrorized sheeting of required grade confirming to ASTM D 4956 including covering with transparent sheeting (lamination sheeting) to protect from fading and damage due to wheather effect as perClause 6 of IRC:67- 2022 made of retro-reflective type sheeting fixed over Aluminum/ Aluminium Composite Material (ACM) sheeting including application of fluorocarbon coating applied on exposed surface of aluminium to ensure corrosion resistance, supported on a mild steel back frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45cm x 60cm, as per approved drawing and painting all exposed components of the signs and supports with primer and 2 coats of epoxy paints or powder coating and the part of post

below ground shall be painted with 3 coats of redoxide paint as per clause 7.2 of IRC:67-2022. (Note: The details of manufacturer, type of sheeting, month and year of installation, project details and other details along with QR code as detailed in clause 13.2 and Annexure-VII of IRC:67-2022 shall be printed on back side of the sign board.)

-1 With Aluminium Sheeting

A Made of Class-C Micro Prismatic Grade Sheeting of Type XI confirming to Table 6.9 of IRC:67-2022 (for National Highways and State Highways)

(ii) 900 mm equilateral triangle 2.00 Each 5090 10180.00

(iv) 800 mm x 600 mm rectangular 1.00 Each 6608 6608.00

(v) 1200 mm high octagon 1.00 Each 14212 14212.00

(viii) 900 mm circular 1.00 Each 8147 8147.00

(ix) 750 mm circular 1.00 Each 6323 6323.00

2 8.13 Overhead Signs as per Clause _ 8.2. Providing and erecting overhead sign including fixing of retro- reflectrorized sheeting digitally printed of Class-C Micro Prismatic Grade Sheeting of Type-XI confirming to ASTM D 4956 including covering with transparent sheeting (lamination sheeting) to protect from fading and damage due to wheather effect as per IRC:67-2022 made of retro- reflective type sheeting vide clause 801.3, fixed over Aluminum sheeting of overall thickness 2mm including application of fluorocarbon coating applied on exposed surface of aluminium to ensure corrosion resistance, with appropriately supported by a mild steel back frame of ISA 40 x 40 x 5 mm including all panels supported by diagonal members and painting all exposed components of the signs and supports with primer and 2 coats of epoxy paints or powder coating as per clause 7.2 of IRC:67-2022) and errecting the sign board mounted over back supoort frame with vertical and_ lateral clearance as per clause 802.2 and 802.3 and relevant clauses and installed over a designed support system as per clause 802.6 of aluminum alloy or galvanized steel

trestles and trusses of sections and typer as per structural design requirements and approved plans. (Note: The details of manufacturer, type of sheeting, month and year of installation, project details and other details along with QR code as detailed in clause 13.2 and Annexure-VII of IRC:67-2022 shall be printed on back side of the sign board.

A Truss and Vertical Support of aluminium alloy orgalvanised steel 11.25 tonne 109931 1236724.00

C Class-C Microprizmatic Grade sheeting of Type XI, fixed over 2mm thick Aluminium sheet as detailed above, for over head sign 36.60 Sqm 11033 403808.00

R.C.C. DRAIN (SIZE = 600X600) WITH COVER

As per C.G PWD Building sor w.e.f- 01-01-2015

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. 2187.00 Cum 185.00 404595.00

2 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. 243.00 Cum 371.00 90153.00

3 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). 243.00 Cum 2970.00 721710.00

4 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). 563.76 Cum 4163.00 2346933.00

5 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at:

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. 6318.00 Sqm 139.00 878202.00

6 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 (@ 60 kg per Cum) 33825.60 Kg 54.50 1843495.00

7 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. 413.10 Cum 65.00 26852.00