F.No. 414/Const./Kosabadi Zone/2026/MKC

MUNICIPAL COORPORATION KORBA (C.G.)

CONSTRUCTION OF CC ROAD OF BLACO MAIN ROAD (DENGUNALA CROSSING) TO DARRI MAIN ROAD

DETAILED ESTIMATE

S. NO. SOR NO. PARTICULAR UNIT RATE QTY. AMOUNT

AS PER PWD BUILDING SOR 01.01.2015

1 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. In all types of soils. CUM 185.00 2047.12 378,717.57

2 3.1.2 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. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). CUM 2659.00 124.07 329,896.81

3 2.1.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level. SQM 139.00 4135.60 574,848.40

4 2.1.7 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) SQM 235.00 1033.90 242,966.50

5 3.3.1 Providing and laying design mix reinforced cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works upto plinth level excluding cost of form work. M-20 Grade CUM 4231.00 589.32 2,493,425.61

6 3.12.2 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: Thermo-Mechanically treated bars FE 500D KG 54.50 58932.30 3,211,810.35

7 18.76.2 Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete. 110 mm dia pipe. m 267.00 100.00 26,700.00

8 3.9 Extra for precast PCC/ RCC work of any mix including form work, hoisting and fixing in Cement Mortar. 1:2 (1 Cement : 2 coarse sand) and finishing with cement plaster in Cement Mortar 1:3 (1 Cement : 3 coarse sand) but excluding reinforcement. cum 469.00 11.70 5,487.30

9 14.72 Providing and applying mimimum 2 Coats Glossy finish Enamel paint in al surface applying @ 0.75 lit/ 10 Sqm up to required finish as per relevent I.S. code 2932: 2013 of (Product such as Asian Apcolite Premium Enamel Dulux Promise Premium Enamel Nerolac Synthatic Enamel, Opus Prime enamel ) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackle and labour etc. complete for the work. SQM 84.00 377.37 31,699.37

AS PER PWD ROAD SOR 01.01.2025 0.00 0.00

1 2.1 (i) Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all leads & lifts and filling in depression/pit with suitable soil including compaction in layers at OMC as directed by Engineer-in-charge and as per relevant clauses of section-200 for :- Girth from 300 mm to 600 mm Each 325.00 20.00 6,500.00

2 2.1 (ii) Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all leads & lifts and filling in depression/pit with suitable soil including compaction in layers at OMC as directed by Engineer-in-charge and as per relevant clauses of section-200 for :- Girth beyond 600 mm to 900 mm Each 499.00 12.00 5,988.00

3 2.1 (iii) Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all leads & lifts and filling in depression/pit with suitable soil including compaction in layers at OMC as directed by Engineer-in-charge and as per relevant clauses of section-200 for :- Girth beyond 900 mm to 1800 mm Each 882.00 11.00 9,702.00

4 2.1 (iv) Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all leads & lifts and filling in depression/pit with suitable soil including compaction in layers at OMC as directed by Engineer-in-charge and as per relevant clauses of section-200 for :- Girth above 1800 mm Each 1694.00 5.00 8,470.00

5 2.4 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant clauses of section- 200. Hact. 61253.00 0.52 31,695.36

6 2.5/I/C Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with including all leads and lifts and as per relevant clauses of section-200 in Lime / Cement Concrete Pre-stressed / Reinforced cement concrete grade M-20 & above Cum 1342.00 137.53 184,565.26

7 2.5/II/B Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with including all leads and lifts and as per relevant clauses of section-200 in Brick / Tile work In cement mortar cum 368.00 42.00 15,456.00

8 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. cum 103.00 3434.08 353,710.24

9 2.10 Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials with all leads, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. cum 1321.00 529.08 698,914.68

10 1.2 (ii) Transportation of different other material i/c loading & unloading Beyond 1 Kms. and upto 10 Kms.(Add extra for every 1 Km.) Loose moorum/sand/earth/surkhi/cement/ stone dust/hot mix asphalt material Cum 126.00 3619.75 456,088.75

11 3.12 Construction of embankment with Material Obtained from Borrow Pits/Borrow Area Construction of embankment with approved material/selected soil having C.B.R. > 5 (unless specified otherwise in the contract) obtained from borrow pits/borrow area with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. cum 238.00 4470.22 1,063,912.36

12 3.13 Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area Construction of sub-grade with approved material/selected soil having C.B.R. > 8 (unless specified otherwise in the contract) obtained from borrow pits/borrow area with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 cum 268.00 828.52 222,043.36

13 4.1 A (b) (i) 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 Plant mix method (with Mechanically crushed stone only) For Lower Sub-base with Grading-V Material Cum. 1573.00 651.39 1,024,636.47

14 ROAD SOR 2025 4.14 A i 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. 60mm thick precast interlocking concrete block of C.C. M-30 grade on Footpath/Cycle Track Plain precast interlock concrete block SQM 537.00 1033.90 555,204.30

15 6.1 Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub-base as per TRC:SP-49 over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregute predation after blending to be as per table 600-1, cement comtent not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days. mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601. Cum. 2562.00 915.93 2,346,612.66

16 6.2.B.(i) Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement as per IRC:58 over a prepared sub-base, coarse and fine aggregate conforming to 1S:383 and graded as per table 600-3 mixed in a batching and mixing plant as per approved mix design, transported to site, laid with slip form / fixed form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per clause 602. Using Fixed Form Paver With Cement concrete grade M-40 and minimum cement content @ 400 kg/cum. cum 5041.00 1831.86 9,234,406.26

17 8.1 CG PWD ROAD SOR 2025 Cast in Situ Cement Concrete M20 kerb Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in PCC M20 grade on PCC M15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb concrete to be laid with kerb casting machine, foundation concrete laid manually, all complete as per clause 409. RMT 253.00 1033.90 261,576.70

18 8.20.i Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control ) Over 10 cm in width Sqm 627.00 2176.36 1,364,577.41

19 8.1 (I)A.(a) (ii) 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.) (I) 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) a) With Aluminium Sheeting of 2 mm thickness 900 mm equilateral triangle Sqm 5090.00 6.00 30,540.00

20 8.23 (ii) Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary Kilometer stone (Precast) each 1829.00 4.00 7,316.00

21 8.38 A Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3. metre 3351.00 500.00 1,675,500.00

AS PER PHED SOR 01.06.2020 AND AMMENDMENTS 2022-23 0.00 0.00

1 CG PHED SOR AMM NO-7 2022-23, ITEM NO = 18.15, PAGE NO 51 Earth work in excavation for pipe trench in ordinary soil areas including dressing, watering, ramming and disposal of excavated earth lead up to 50m and lift up to 1.5m, disposal earth to be levelled, neatly dressed. Cum 201.00 238.88 48,013.88

2 Dismantling of Cement Concrete Pavment by mechanical means using pneumatic tools, cutter breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Cum 1227.00 40.50 49,693.50

3 CG PHED SOR AMM NO-7 2022-23, ITEM NO = 18.21, PAGE NO 52 Pumping out water caused by springs, tides or river seepage, broken water mains or drains or well or the like. KL 71.00 1600.00 113,600.00

4 CG PHED SOR AMM NO-7 2022-23, ITEM NO = 18.24, PAGE NO 52 Supply & Filling moorum/river sand for pipe bedding or over the pipe (including supply) cum 864.00 34.88 30,132.00

5 CG PHED SOR AMM NO-7 2022-23, ITEM NO = 4.1, PAGE NO 2 Providing, laying and jointing including testing following socket & spigot centrifugally cast (Spun) Ductile Iron pressure pipes with inside cement mortar lining (class K 7) conforming to IS: 8329/ 2000 with suitable Rubber Gasket (Push on) joints as per IS:5382/2018 200MM DIA mtr 2378.00 11.00 26,158.00

6 CG PHED SOR AMM NO-7 2022-23, ITEM NO = 4.1, PAGE NO 2 Providing, laying and jointing including testing following socket & spigot centrifugally cast (Spun) Ductile Iron pressure pipes with inside cement mortar lining (class K 7) conforming to IS: 8329/ 2000 with suitable Rubber Gasket (Push on) joints as per IS:5382/2018 150MM DIA mtr 1804.00 10.00 18,040.00

7 CG PHED SOR AMM NO-7 2022-23, ITEM NO = 4.23, PAGE NO 11 Providing and Laying including testing Ductile Iron Double Socket branch flange Tee conforming to IS:9523/2000 having dimension as per table 21 of IS:9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS:9523/2000. 200 mm x 150 mm each 5155.00 1.00 5,155.00

8 CG PHED SOR AMM NO-7 2022-23, ITEM NO = 4.23, PAGE NO 11 Providing and Laying including testing Ductile Iron Double Socket branch flange Tee conforming to IS:9523/2000 having dimension as per table 21 of IS:9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS:9523/2000. 200 mm x 200 mm each 6015.00 1.00 6,015.00

9 CG PHED SOR AMM NO-7 2022-23, ITEM NO = 4.23, PAGE NO 11 Providing and Laying including testing Ductile Iron Double Socket branch flange Tee conforming to IS:9523/2000 having dimension as per table 21 of IS:9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS:9523/2000. 150 mm x 100 mm each 3150.00 1.00 3,150.00

10 CG PHED SOR AMM NO-7 2022-23, ITEM NO = 4.13, PAGE NO 7 Providing and Laying including testing Ductile Iron Double Socket 90° Bends conforming to IS: 9523/2000 having dimension as per table 15 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining. 200 Dia each 4154.00 4.00 16,616.00

11 CG PHED SOR AMM NO-7 2022-23, ITEM NO = 4.13, PAGE NO 7 Providing and Laying including testing Ductile Iron Double Socket 90° Bends conforming to IS: 9523/2000 having dimension as per table 15 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining. 150 Dia each 2595.00 2.00 5,190.00

12 CG PHED SOR AMM NO-7 2022-23, ITEM NO = 4.15, PAGE NO 7 Providing and Laying including testing Ductile Iron Double Socket 45° Bends conforming to IS: 9523/2000 having dimension as per table 16 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining. 200 Dia each 3376.00 2.00 6,752.00

13 CG PHED SOR AMM NO-7 2022-23, ITEM NO = 4.15, PAGE NO 7 Providing and Laying including testing Ductile Iron Double Socket 45° Bends conforming to IS: 9523/2000 having dimension as per table 16 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining. 150 Dia each 2078.00 2.00 4,156.00

14 CG PHED SOR AMM NO-7 2022-23, ITEM NO = 4.17, PAGE NO 8 Providing and Laying including testing Ductile Iron Double Socket 22.5° Bends conforming to IS: 9523/2000 having dimension as per table 17 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining. 200 Dia each 2856.00 4.00 11,424.00

15 CG PHED SOR AMM NO-7 2022-23, ITEM NO = 4.17, PAGE NO 8 Providing and Laying including testing Ductile Iron Double Socket 22.5° Bends conforming to IS: 9523/2000 having dimension as per table 17 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining. 150 Dia each 1817.00 3.00 5,451.00

16 CG PHED SOR AMM NO-7 2022-23, ITEM NO = 4.19, PAGE NO 9 Providing and Laying including testing Ductile Iron Double Socket 22.5° Bends conforming to IS: 9523/2000 having dimension as per table 17 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining. 200 Dia each 2726.00 4.00 10,904.00

17 CG PHED SOR AMM NO-7 2022-23, ITEM NO = 4.19, PAGE NO 9 Providing and Laying including testing Ductile Iron Double Socket 22.5° Bends conforming to IS: 9523/2000 having dimension as per table 17 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining. 150 Dia each 1687.00 2.00 3,374.00

18 CG PHED SOR AMM NO-7 2022-23, ITEM NO = 4.9, PAGE NO 5 Providing and Laying including testing Ductile Iron Double Socket 22.5° Bends conforming to IS: 9523/2000 having dimension as per table 17 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining. 200 Dia each 3294.00 4.00 13,176.00

19 CG PHED SOR AMM NO-7 2022-23, ITEM NO = 4.9, PAGE NO 5 Providing and Laying including testing Ductile Iron Double Socket 22.5° Bends conforming to IS: 9523/2000 having dimension as per table 17 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining. 150 Dia each 2291.00 4.00 9,164.00

20 CG PHED SOR AMM NO-7 2022-23, ITEM NO = 4.7, PAGE NO 4 Providing and Laying including testing ductile iron PN 16 type flanged sockets conforming to IS: 9523/2000 having dimension as per table 23 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS:9523/2000. 200 Dia each 3007.00 2.00 6,014.00

21 CG PHED SOR AMM NO-7 2022-23, ITEM NO = 4.7, PAGE NO 4 Providing and Laying including testing ductile iron PN 16 type flanged sockets conforming to IS: 9523/2000 having dimension as per table 23 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS:9523/2000. 150 Dia each 2005.00 2.00 4,010.00

22 CG PHED SOR 2020, ITEM NO = 8.1, PAGE NO 115 Providing & fixing of following Cast iron double flanged sluice valves as per I.S.:14846-2000 fitted with cast iron cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete 200 Dia each 13183.00 1.00 13,183.00

23 CG PHED SOR 2020, ITEM NO = 8.1, PAGE NO 115 Providing & fixing of following Cast iron double flanged sluice valves as per I.S.:14846-2000 fitted with cast iron cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete 150 Dia each 7559.00 2.00 15,118.00

24 CG PHED SOR AMM NO-7 2022-23, ITEM NO = 4.11, PAGE NO 6 Providing and Laying including testing Ductile iron Mechanical joint collar with follower glands conforming to IS: 9523/2000 having dimension as per table 24 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen and internal cement mortar lining. 200 Dia each 5035.00 2.00 10,070.00

25 CG PHED SOR AMM NO-7 2022-23, ITEM NO = 4.11, PAGE NO 6 Providing and Laying including testing Ductile iron Mechanical joint collar with follower glands conforming to IS: 9523/2000 having dimension as per table 24 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen and internal cement mortar lining. 150 Dia each 3896.00 4.00 15,584.00

26 CG PHED SOR AMM NO-7 2022-23, ITEM NO = 4.11, PAGE NO 6 Providing and Laying including testing Ductile iron Mechanical joint collar with follower glands conforming to IS: 9523/2000 having dimension as per table 24 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen and internal cement mortar lining. 100 Dia each 2647.00 2.00 5,294.00

27 CG PHED SOR AMM NO-7 2022-23, ITEM NO = 4.25, PAGE NO 13 Providing and Laying including testing Ductile Iron Double Socket Reducer conforming to IS: 9523/2000 having dimension as per table 21 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS: 9523/2000. 200 Dia each 2474.00 2.00 4,948.00

28 CG PHED SOR AMM NO-7 2022-23, ITEM NO = 4.25, PAGE NO 13 Providing and Laying including testing Ductile Iron Double Socket Reducer conforming to IS: 9523/2000 having dimension as per table 21 of IS: 9523/2000 in the following nominal diameter/sizes with external bitumen coating and internal cement mortar lining with finishing as per clause 13 of IS: 9523/2000. 150 Dia each 2590.00 2.00 5,180.00

29 CG PHED SOR AMM NO-7 2022-23, ITEM NO = 18.41.1.3, PAGE NO 54 Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering& shuttering. In Plinth & Foundation 1:31/2:3 (M-20) cum 6545.00 11.21 73,369.45

30 CG PHED SOR AMM NO-7 2022-23, ITEM NO = 18.79, PAGE NO 58 Construction of Brick masonary valve chamber with 20 cm thick wall in 1:6 C.M. with 12mm thick 1:4 Cement Plaster and base course 10 cm. thick in M-15. Inside Dimensions 110x80x100cm M-20 RCC chamber cover size 130x100cmx120cm including cost of materials, labour etc. complete. each 7886.00 1.00 7,886.00

31 CG PHED SOR AMM NO-7 2022-23, ITEM NO = 18.44, PAGE NO 54 Providing and placing in position cold twisted steel and hot rolled deformed steel reinforcement for R.C.C. work i/c cutting, bending, binding etc. complete i/ccost of binding wire and wastage. kg 70.00 22.00 1,540.00

32 CG PHED SOR AMM NO-7 2022-23, ITEM NO = 18.19.1, PAGE NO 51 Earth work in excavation for pipe trench in all kinds of rocks in areas including dressing, stacking of useful material and disposal of unservicve able material up to lead up to 50m and lift up to 1.5m. Soft rock with or without blasting or bituminous pavement / cement concrete road. 200 Dia 150 Dia cum 465.00 60.75 28,248.75

33 CG PHED SOR AMM NO-7 2022-23, ITEM NO = 19.14, PAGE NO 65 House hold connection with 15mm S.S. tap including earth work in excavation for pipe trench in all kinds of soil &W.B.M. in areas with demolishing cement concrete road and reconstruction of same good with providing and fixing 15mm G.M./ brass ferrule 90x15mm MS/ PVC Clamp in main line 15mm dia PVC pipe heavy class from main pipe line to house of consumer up to 5 to 10 meter long as per site condition PVC specials such as 15mm PVC sockets elbows, union with all other work pertaining to it job completed, as per approved specification and as directed by Engineer in charge job 2054.00 40.00 82,160.00

34 CG PHED SOR AMM NO-7 2022-23, ITEM NO = 18.23, PAGE NO 52 Filling available excavated earth in trenches, lead up to 50m and lift up to 1.5m in all kind of soil excluding Watering and ramming. cum 62.00 106.24 6,586.92

AS PER PWD ELECTRICAL SOR 01.06.2020 0.00 0.00

1 19.11.7 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. 9 metre high Each 985.00 76.00 74,860.00

2 32.7.9 Supplying following sizes FRLS PVC insulated , PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade and as per IS: 1554 (1988, Part 1) / IS: 7098 (1988, Part 1). 3 x 25 sq. mm Metre 97.00 1140.00 110,580.00

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. cum 5219.00 38.91 203,081.73

4 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. 63 mm outer dia Metre 124.00 1900.00 235,600.00

5 14.2.6 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. 160 mm outer dia Metre 664.00 380.00 252,320.00

6 14.3.3 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. 100 mm internal dia Metre 879.00 1900.00 1,670,100.00

7 14.3.4 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. 150 mm internal dia Metre 1183.00 380.00 449,540.00

8 15.1.24 Supplying and laying following sizes one number FRLS PVC insulated/XLPE, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade direct in ground at a depth not less than 40 cm and upto 90 cm including excavtion, sand cushioning, protective covering and refilling the trench etc as per specification, IS: 1554 (1988, Part 1) / IS: 7098 (1988, Part 1). 4 x 25 sq. mm. Metre 321.00 1900.00 609,900.00

9 15.23.25 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. . 4 X 25 sq. mm (25 mm) Each 104.00 304.00 31,616.00

10 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) Set 3243.00 19.00 61,617.00

11 12.12 Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including soldering, excavation and refilling the trench etc. as per specification. Metre 36.00 95.00 3,420.00

12 7.19.1 Fabrication, supply, installation, testing and commissioning of cubicle type compartmentalized wall/ floor mounted power cum control panel board of specified size and following depth made out of not less than 2 mm thick CRCA MS powder coated sheet with suitable size compartments for bus bars, switchgears and necessary cutouts for voltmeters, ammeters etc as per specifications including powder coating painting but without busbars, switchgears and other accessories etc complete as per specification. Upto 300 mm deep sqm 6818.00 9.00 61,362.00

13 7.20.1 Supply, installation, testing and commissioning of 4 pole (3 phase + neutral) aluminium bus bars in existing cubicle type compartmentalized wall/ floor mounted panel board along with suitable size and shape insulators, necessary bolts and nuts etc complete as per specification. 100 amp (20x3mm) Metre 717.00 5.00 3,585.00

14 7.15.2 Providing and making interconnection in cubical panel between BBC and switchgears with following size FRLS PVC insulated aluminium conductor wire lead of length upto 50cm including providing aluminium thimbles on both ends as per specification (To be measured separately for each phase/ neutral). 16 sqmm (63 amp) Each 55.00 19.00 1,045.00

15 9.1.4 Providing and fixing following rating and breaking capacity MCCB in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as per specification, IS/ IEC: 60947-2 and Ics = 100 % Icu. 3 pole MCCB, 100A, Adjustable Thermal - Magnetic Release, 25KA Each 3734.00 19.00 70,946.00

16 9.11.2 Supplying and fixing SP MCB, 240 volts, 'C' curve, suitable for inductive load in the existing MCB DB complete with connections, testing and commissioning etc. as per specification. 6 amps to 32 amps Each 148.00 76.00 11,248.00

17 9.12.2 Supplying and fixing DP MCB, 240 volts, 'C' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as per specification. 6 amps to 32 amps Each 411.00 19.00 7,809.00

18 9.16.5 Supplying and fixing TP&N MCB, 440 volts, 'C' curve, suitable for lighting and other loads in the existing MCB DB complete with connections, testing and commissioning etc. as per specification. 63 amps Each 1316.00 5.00 6,580.00

19 10.17 Providing and fixing penal mounting 230 volt LED type indicating lamp in existing cubical panel including, connections, testing and commissioning etc. as per specification. Each 94.00 19.00 1,786.00

20 10.18.2 Providing and fixing penal mounting following rating analog type ammeter of size 100x100 (NS) in existing cubical panel including, connections, testing and commissioning etc. as per specification. 0-100 amps Each 372.00 19.00 7,068.00

21 10.20.1 Providing and fixing penal mounting 0-500 volt voltmeter of size 100x100 (NS) in existing cubical panel including, connections, testing and commissioning etc. as per specification. Analog type Each 397.00 19.00 7,543.00

22 10.21.1 Providing and fixing penal mounting selector switch in existing cubical panel including, connections, testing and commissioning etc. as per specification. For voltmeter Each 189.00 19.00 3,591.00

23 10.21.2 Providing and fixing penal mounting selector switch in existing cubical panel including, connections, testing and commissioning etc. as per specification. For ammeter Each 207.00 19.00 3,933.00

24 29.8 Dismantling the all sizes outdoor lighting luminaries from steel poles with accessories including shifting of dismantled material to department store. Each 39.17 15.00 587.55

25 29.14 Dismantling of steel pole, R. S. joist, girder pole from the cement concrete foundation with bracket, insulators, stay wires etc, refilling the pit upto ground level including shifting of dismantled material to department store. Each 784.74 12.00 9,416.88

TO SAY Rs (IN LACS) :- 314.17

1 CG BUILDING SOR 2015

2 CG PWD ROAD SOR 2025

3 CG PWD ELECTRICAL 2020

4 CG PHED ELECTRICAL 2020

MUNICIPAL COORPORATION KORBA (C.G.)

CONSTRUCTION OF CC ROAD OF BLACO MAIN ROAD (DENGUNALA CROSSING) TO DARRI MAIN ROAD

BOQ OF NON SOR ITEMS

S. No. SOR Item No. Description of items Unit Rate Qty. Amount

AS PER NON SOR ITEM'S

1 NON SOR Decorative Conical pole of 9 meter with Material: HR Steel as per IS 2062 / BSEN 10025, Taper Profile: Precision-formed conical shaft. Height : 9m, Wall Thickness: 3mm, Finish: Hot Dip Galvanized & PU Painted, Colors: Standard anthracite grey with gold trims. LASER-CUT DECORATIVE PROFILE with personalised logo/content, CNC/laser-cut MS Sheet panel along with customizable geometric or parametric design patterns. Seamless flush-mounted integration. Dual-layer exterior PU paint finish, Highlighted with IP67 Led Strip. LIGHTING ARM ASSEMBLY doublem Arm Length: 1.0/1.5 m , Arm Angle: 10°/15° optimized for light throw, Fixture Mount: Ø60/76 mm spigot, Compatible with multiple LED roadway luminaires. BASE & MOUNTING DETAILS, Decorative flanged base with gold accent cover. M20 / M24 anchor bolt assembly. Lockable maintenance access door. ENVIRONMENTAL & DESIGN COMPLIANCE , Wind Resistance: 50m/sec As per IS: 875 part-III. Corrosion Class: Hot Dip Galvanized BSEN 1461 and PU Paint as per IS. EACH 55000.00 76.00 4180000.00

2 NON SOR ITEM Supply, intallation, testing and commissioning for the following RF Based analogue (0-10v) dimmable LED Street Light fixture with IP66 protected Die-Cast Aluminum housing and Heat resistive Toughened Glass. LED shall having LM80 complied as per L70 standard LEDs minimum tested for 10,000 burning hours with 5700-6000K CCT with minimum life cycle 50000 hrs burning hours at 50˚C. . Luminaire shall have RF node for communication thru CCMS. Optics shall be properly designed with Polycarbonate Lenses to avoid dark patches on the road. Street light without lenses will not be acceptable.

Driver shall be 3 stage Constant Current Constant Voltage with voltage range of 150-270V AC. Output voltage of driver should be 10% +/- Luminaire fitting complied to Safety Extra Low Voltage norms not exceeding 60V DC. Driver Power factor shall be 0.95 and above and THD shall be less than 10%. (6.75.3) 70 watt EACH 8000.00 76.00 608000.00

2 Non SOR shifting of Existing 11KV Line and reinstalling including required civil and electrical works as directed by Engineer-in-Charge. rmt 1500.00 250.00 375000.00

3 Non SOR shifting of Existing 33KV Line and reinstalling including required civil and electrical works as directed by Engineer-in-Charge. rmt 2500.00 15.00 37500.00

4 Non SOR shifting of Existing LT Line and reinstalling including required civil and electrical works as directed by Engineer-in-Charge. rmt 1300.00 286.00 371800.00

5 Non SOR shifting of Existing Ring Main Unit (RMU) and reinstalling including required civil and electrical works as directed by Engineer-in-Charge. nos 1600000.00 1.00 1600000.00

6 Non SOR Labour Charges for Electrical Shifting Works. nos 600000.00 1.00 600000.00

7 Non SOR Miscellaneous work as per requirement as directed by Engineer-in-Charge. nos 200000.00 1.00 200000.00

TOTAL NON SOR AMOUNT 7,972,300.00

TO SAY Rs (IN LACS) :- 79.72