F.No. 535/Const./T.P.Nagar Zone/2026/KMC

SCHEDULE OF ITEM

Probable Amount Of Contract

CONSTRUCTION OF HOCKEY TURF AT STADIUM MUNICIPAL CORPORATION ,KORBA (C.G.)

(A) SOR % Percent Rate

S.No. Schedule of Items. (S.O.R. Item) Amount Remark

1 CG BUILDING SOR 2026 ₹ 30,590,453.97 QUOTE COMBINE SOR % RATE ABOVE/BELOW

2 CG PWD ROAD SOR 2026 ₹ 33,715,700.58

3 CG PWD ELECTRICAL SOR 2026 ₹ 2,383,571.00

4 CG PHED SOR 2020 & AMMENDMENTS 2023-24 ₹ 164,151.15

TOTAL "A" PAC VALUE ₹ 66,853,876.70

TO SAY RS (IN LACS):- 668.53 LAC

(B) NON-SOR Rate

Schedule of Items.

S.No. Non-S.O.R. Item Detail Amount Remark

1 CONSTRUCTION OF HOCKEY TURF I/C SPRINKLER SYSTEM (5 to 7 item) ₹ 38,556,777.00 QUOTE EACH ITEM WISE RATE

2 PAVALION WITH TENSILE SHED (1 to 4 item) ₹ 5,568,000.00

TOTAL NON-SOR PAC RS. :- ₹ 44,124,777.00

TO SAY Rs (IN LACS) :- 441.24 LAC

NET TOTAL PAC SAY Rs. (A)+(B)= 1109.78 LAC

PROPOSED CONSTRUCTION OF HOCKY STADIUM AT KORBA (C.G.)

DETAILED ESTIMATE OF PAVILION

CG BUILDING SOR 2026 Total

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

CG BUILDING SOR 10.06.2026

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 Type of Soil. cum. 185.00 2005.76 371066.00

2 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). Sqm 7.20 1730.20 12457.00

3 1.22 Supplying chlorpyrifos/ Lindane emulsifiable concentrate of 20% in sealed containers including delivery as specified. Ltr 208.00 432.55 89970.00

4 1.25.1 Diluting chemical emulsion (chlorpyrifos/ lindane) in water as per manufacturers recommendation and injecting for pre-constructional curative cum preventive anti-termite treatment: (Five year service guarantee bond to be signed by contractor) Surface treatment by spreading emulsion under floor, over the plinth area before laying base concrete @ 5 litres / sqm sqm 27.50 1622.40 44616.00

5 1.6.1 Extra for every additional lift of 1.5 m or part there of. All types of soil cum. 26.50 517.65 13718.00

6 1.6.1 Extra for every additional lift of 1.5 m or part there of. All types of soil cum. 53.00 4.54 240.00

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. Cum 65.00 154.08 10015.00

8 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. cum. 371.00 1439.90 534202.00

9 1.26.1 Carriage by mechanical transport upto 5 km lead: Earth cum. 111.00 1260.00 139860.00

10 1.27.1 Extra for mechanical transport for every one km or part thereof beyond first 5 km lead. Earth Cum. Km 45.00 1260.00 56700.00

11 2.1.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, Foundations, footings, base of columns, plinth beam,Curtain Wall in any shape and size and all type of wall below plinth level sqm. 128.00 1120.21 143387.00

12 2.1.2 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, Wall of any thickness including attached pilasters, buttresses etc. in super structure. Sqm 210.00 600.00 126000.00

13 2.1.5 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, columns,Pillars, piers and likes-rectangulay or square in shape in size. sqm. 273.00 259.56 70860.00

14 2.1.8 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, Beams ,Lintels, Cantilevers & walls Sqm. 186.00 859.20 159811.00

15 2.1.7 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) sqm. 216.00 1622.40 350438.00

16 2.1.14 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, Spiral/Folded plate type stair cases including risers and landing sqm. 282.00 147.60 41623.00

17 3.1.3 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form wrok. 1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate 40 mmnominal size. cum. 2524.00 229.51 579273.00

18 3.1.4 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. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size). Cum 3018.00 643.97 1943499.00

19 3.2.1 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. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). Cum 3538.00 200.40 709015.00

20 3.3.1 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form wrok. M-20 grade cum 3596.00 15.07 54179.00

21 3.3.2 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form wrok. M-25 grade cum 3652.00 824.18 3009898.00

22 3.4 Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: For Ground Floor cum 83.00 159.92 13273.00

23 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 399.00 1.45 577.00

24 3.12.1 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 415 Kg 46.00 108.90 5009.00

25 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 46.00 124693.14 5735884.00

26 3.12.3 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 46.00 1506.64 69305.00

27 3.13 Providing and laying damp proof course (upto 50mm thick) with plain cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including formwork. cum. 3601.00 10.74 38675.00

28 3.15 Applying a coat of hot bitumen VG-10 using @ 1.7kg/ sqm on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. sqm. 79.00 214.80 16969.00

29 3.16 Making 50mm thick plinth protection of plain cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with sand including finishing the top smooth. sqm. 232.00 285.60 66259.00

30 4.5 Providing and laying water proofing treatment in sunken portion of WCs, bathroom, kitchen etc., by applying cement slurry mixed with water proofing cement compound consisting of following applications including surface preparation: (I) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. (ii) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound@ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. Sqm 151.00 25.60 3866.00

31 7.2.2 Brick work with modular well burnt clay bricks of crushing strength not less han 25 kg/sqcm and water absorption not more than 20% in foundation and plinth in: Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) Cum 3416.00 20.83 71162.00

32 7.5.3 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: Cement Mortar 1:5 (1 cement : 5 coarse sand) Cum 3148.00 37.25 117272.00

33 7.5.4 Brick work with modular FLY ASH lime bricks (Falg brick) confirming to ISI 12894:2002 of class designation 40 in foundation and plinth in: Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) cum. 3066.00 215.59 660984.00

34 7.6 Extra for brick work in superstructure above plinth level for every floor or part therof in additional to rate for foundation and plinth: For Ground Floor cum. 114.00 133.15 15179.00

35 9.3.2 Steel work in tubular (round, square or rectangular hollow tubes etc.) structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level, consisting of columns trusses, roof and bottom purlins, base plate, holding down bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zinc chromate primer. Electric resistance or induction butt welded tubes Grade-300 Kg 79.00 8100.00 639900.00

36 11.1.2 Providing and making 6mm thick cement plaster of mix : In Cement mortar 1:4 (1 cement : 4 fine sand) sqm 81.00 390.00 31590.00

37 11.2.4 Providing and making 12mm thick cement plaster of mix: In cement mortar 1:6 (1 cement : 6 fine sand) sqm. 85.00 702.40 59704.00

38 11.3.4 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix In Cement Mortar 1:6 (1 cement : 6 fine sand) sqm. 100.00 282.96 28296.00

39 11.5 Neat Cement punning sqm 31.00 88.80 2753.00

40 11.8 Providing and making 18mm thick cement plaster in two coats with under layer of 12mm thick plaster 1:5 (1 cement : 5 fine sand) and top layer of 6mm thick with cement plaster 1:3 (1 cement : 3 fine sand) finished rough with sponge. Sqm 156.00 208.32 32498.00

41 11.41 Providing and fixing chicken mesh weighting not less than 250 gms/ sqm as per IS : specification in the required width with 40mm long steel nails on vertical and horizontal surface near R.C.C. and brick walls junctions including scaffolding and all lead and lifts etc. complete before plastering upto 10mts in height. sqm 80.00 52.44 4195.00

42 11.37.1 Providing and making pointing on brick work with cement Mortar 1:3 (1 cement : 3 fine sand) Flush pointing sqm 25.00 70.74 1769.00

43 11.40 Making grove in cement plaster while plastering upto10 mm deep and 10 mm wide. rmt. 1.00 1611.00 1611.00

44 12.1 Applying cement slurry on R.C.C. slab or cement concrete work using 2.75 kg/ sqm for receiving cement concrete floor including roughening cleaning etc complete. sqm 30.00 1622.40 48672.00

45 12.3.2 Cement concrete flooring with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm) finished with a floating coat of neat cement. 50 mm thick sqm 224.00 27.74 6214.00

46 12.65.2 Providing & laying 60mm thick precast interlocking concrete blocks of approved size (approx 305 sqcm) and shape/ pattern, over 40 mm thick average complete coarse sand bed with joints of 3mm thick filled by fine sand including leveling with surface vibrator, temping and sweeping etc. complete of minimum compressive strength of 250 kg/sq.cm Pigment Coloured (rubber mould) precast interlock concrete blocks Sqm 558.00 900.00 502200.00

47 14.56 Providing and applying 2mm thick White cement based polymeric exterior grade putty with minimum 3 coats applied @ 5.4kg/10sqm as per relevent IS Code 1755:2021 (Product such as like Birla wall care, Asian trucare, J.K. wall putty, Berger bison wall putty) to make the surface smooth and even with all tool tackles and labour etc. complete for the work. sqm 81.00 1286.56 104211.00

48 14.60 Providing and applying of Acrylic primer on all surface applied @0.80 litrs/10 sqm as per relevant I.S. code 15489:1974 (Product such as Asian Spark/suprimo , J.K. Primer, Dulux AcrylicPrimer) with all tools tackles and labour etc. complete for the work. Sqm 35.00 1286.56 45030.00

49 14.64 Providing and applying Premium plastic emulsion paint with roller application minimum 3 coats applied @ 1.75 ltr / 10sqm upto final finish as per relevent IS code 15489:2013 Type - 1 Class D & C (Glossy and Semi Glossy Finish) of required shade (Product such as Asian Apcolite Premium, Duluxe super cover, Berger easy clean, Nippon Breezee Metex Gold, Opus I-50 / Calista) inclusive of Providing abro tape on edge and article and cleaning of door, window, floor and surface as required with all tool tackles and labour etc. complete for the work. (with 3 year waranty.) sqm. 79.00 1003.60 79284.00

50 14.71 Providing and applying satin/ matt finish Enamel paint mimimum 2 coats in all surface applying @ 0.75 lit/ 10 Sqm up to required finish as per relevent I.S. code 2932: 2013 of (Product such as Asian satin 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 126.00 225.00 28350.00

51 9.16.2 Providing and fixing M.S. frames of doors, windows, ventilators and cupboards joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10cm of grade M-10 or with wooden plugs and screws or with dash fastener or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Angle-iron frames kg 62.00 489.60 30355.00

52 9.19 Providing and fixing in position door shutter made of square/ rectangular hollow steel tube of approved size joint mitred, welded frame with two Nos. intermediate rails, 200mm wide lock rail made of 1.6mm thick M.S. sheet welded to intermediate rail, M.S. grill of approved pattern made of M.S. flat or square or round bars welded to frames and provided M.S. butt hinges, all necessary fitting and finished by filling putty including applying a priming coat of red oxide zinc chromate primer all complete. (To be used in safety door shutters in buildings) kg 79.00 576.00 45504.00

53 9.43.1 Providing and fixing in position chain linked steel wire fabric made of 4 mm dia G.I. wire of required width in mesh to concrete/ wooden/ angle iron posts including securing and screwing with 2mm dia G.I. wire, G.I. staples, G.I.U-nails or steel pins etc., complete. Aperture 50x50mm Sqm 281.00 1500.00 421500.00

54 20.27 Providing and constructing brick masonry road gully chamber 110x50x77.5 cm with well burnt modular clay bricks crushing strength not less than 35kg/cm2 in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design. Each 4616.00 10.00 46160.00

55 19.5.3 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. CONCEALED WORK including cutting chases and making good the walls etc., 25 mm nominal outer dia .Pipes. Mtr 189.00 1712.00 323568.00

56 19.16.3 Providing and fixing brass/ gun metal gate valve with C.I. wheel of approved quality (screwed end): 40 mm nominal bore Each 528.00 15.00 7920.00

57 20.13.1 Replacement of M.S. foot rests in manholes including dismantling concrete blocks and fixing with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) : With 20x20 mm square bar each 198.00 6.00 1188.00

58 21.1.1.4 Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire &running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge up to 90 meter depth below ground level. All types of soil 200 mm dia Mtr 371.00 3.50 1299.00

59 21.5.3 Supplying, assembling, lowering and lining in vertical position in bore well, ISI marked G.I. casing pipe (Plain) medium class in 4 to 7 meters length one end fitted with socket as per IS: 1239 (Part-1&Part-2) 1992 with IVth revision (Up-to-date amendments), of reputed & approved make, including required hire & labor charges, fittings & accessories, all complete, for all depths, as per direction of engineer- in- charges. 150 mm nominal dia Mtr 1304.00 15.00 19560.00

60 21.14.1 Supplying, filling, spreading & leveling stone boulders/ Gravels/ Coarse sand, in recharge pit, in the required layers and thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (excavation of pit will be paid separately). Stone boulders of size range 5 cm to 20 cm, in recharge pit Cum 863.00 5.65 4876.00

61 21.14.2 Supplying, filling, spreading & leveling stone boulders/ Gravels/ Coarse sand, in recharge pit, in the required layers and thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (excavation of pit will be paid separately). Gravels of size range 5 mm to 10 mm, over the existing layer of boulders Cum 806.00 5.65 4554.00

62 21.14.3 Supplying, filling, spreading & leveling stone boulders/ Gravels/ Coarse sand, in recharge pit, in the required layers and thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (excavation of pit will be paid separately). Coarse sand of size range 1.5 mm to 2 mm over existing layer of gravel Cum 471.00 5.65 2661.00

63 21.17 Carrying out the resistivity survey by VES method using Schlumberger configuration for locating the proper spot for drilling of tube well within the selected habitation, including photography, interpretation of resistivity data and submission of report in the desired format along with resistivity readings, necessary graph and photographs. (only successful point is payable) POINT 1502.00 1.00 1502.00

64 21.1.1.2 Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge upto 90 metre depth below ground level. All types of soil 125 mm dia. Mtr 321.00 60.00 19260.00

65 21.1.8 Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge upto 90 metre depth below ground level. All types of soil Rocky strata including Boulders. 125 mm dia. Mtr 349.00 60.00 20940.00

66 21.2.8 Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge beyond 90 metre & upto 150 metre depth below ground level. Rocky strata including Boulders. 125 mm dia. Mtr 371.00 80.00 29680.00

67 21.3.2 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer –in-charge. 125 mm nominal size dia. (50 mtr.) Mtr 474.00 60.00 28440.00

68 21.11.2 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of: 125 mm dia each 200.00 1.00 200.00

69 21.12.2 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 125 mm clamp. each 1031.00 1.00 1031.00

70 19.9.5 Providing and laying in trenches G.I. pipes medium class complete with G.I. fittings including excavation of trenches, refilling the same and testing of joints complete: 40 mm dia. nominal bore Mtr 273.00 200.00 54600.00

71 23.5.5 Supplying and fixing of following sizes 'B' class G I pipe with all necessary Tee's, bends, sockets in the suction/ delivery line including cutting and threading etc. as per specification. 40 mm dia. Mtr 274.00 60.00 16440.00

CG PWD ROAD SOR 10.06.2026

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 197.00 20.00 3940.00

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 353.00 14.00 4942.00

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 684.00 25.00 17100.00

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 1295.00 18.00 23310.00

5 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 89.00 14636.28 1302629.00

6 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 209.00 9471.49 1979541.00

7 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 with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) cum 234.00 2875.32 672825.00

8 CG ROAD SOR 3.25 (i) Construction of RCC Drain/Cover/Chamber Excavation for drain chamber (Earth work in excavation for drain/chamber as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Cum 131.00 8773.36 1149310.00

9 CG ROAD SOR 3.25 (ii) Construction of RCC drain/chamber/cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement. with RCC M-20 Cum 3886.00 2953.95 11479061.00

10 CG ROAD SOR 3.25 (iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications. Mt 52771.00 289.26 15264512.00

11 CG ROAD SOR 3.25 (iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications. Mt 55771.00 0.26 14456.00

12 4.1 A (a) (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-III Material Cum 1363.00 3462.74 4719715.00

13 4.10 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 sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406. Cum 1374.00 1306.25 1794788.00

14 5.1 (i) Prime coat Providing and applying primer coat with bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular base including clearing of road surface and spraying primer using mechanical means as per clause 502. on WBM/WMM surface @0.85 Kg/sqm. Sqm 56.00 5225.00 292600.00

15 5.4 A (i) Dense Graded Bituminous Macadam Providing and laying dense bituminous macadam with minimum 40-60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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.505 complete in all respects. With sensor paver finisher for Grading I (37.5 mm nominal size aggregate, bitumen content 4.0%) Cum 6600.00 261.25 1724250.00

16 5.2 (i) 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. Bituminous surface @ 0.25 kg /Sqm Sqm 13.00 10450.00 135850.00

17 5.5 A I 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. With sensor paver finisher for Grading I (19 mm nominal size aggregate) with bitumen 5.5 % Cum 8417.00 156.75 1319365.00

18 6.1 Dry Lean Cement Concrete Sub-base as per IRC:SP-49 (Construction of dry lean cement concrete Sub-base 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, aggregate gradation after blending to be as per table 600-1, cement content 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 2105.00 1437.66 3026274.00

19 6.2 (ii) Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement as per 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 IS: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 a fixed form or slip 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.) With Cement concrete grade M-30 and minimum cement content @ 375 kg/cum. cum 4287.00 2875.32 12326497.00

20 8.44 (i) Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia., across the road ( new construction ) , extending from drain to drain in cuts and toe of slopes to toe of slopes in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipes as per IRC: 98 2011, bedded on a 0.3 m thick layer of granular material free of rock pieces , outer to outer distance of pipes at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts , joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC:98-2011 and approved drawings. Single row for one utility service 300mm dia Mtr 510.00 60.00 30600.00

21 8.2 Cast in Situ Cement Concrete M20 Kerb with Channel (Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409) rmt 353.00 1198.05 422912.00

22 CG ROAD SOR 9.4 B Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 600 mm dia Mtr. 2486.00 60.00 149160.00

CG PWD ELECTRICAL SOR 10.06.2026

1 19.20 Supplying erection testing and commissioning of hot dipped galvanised (single dip 86 micron) 20 metre High mast pole on existing RCC foundation with all accessories and equipments, detailed as below to withstand wind pressure upto 180km/hr and minimum following specifications: a) HM shaft made of not more than 2 sections of suitable lengths with telescopic stressfit joints between sections without any circumpherencial welding, sheet thickness 4mm top and bottom sections, nominal dia 460mm on bottom and 150 mm on top, base plate 30mm thick 670mm dia, PCD of foundation bolts 650mm. b) Double drum winch for lowering & raising of lantern carriage on high mast with operatable with power tool/ manual handle attachment with a torque limiting device for safe locking of carriage.c) Raising/lowering type lantern carriage designed to carry specified nos of luminaries, control gear box, junction box.d) Top pulley assemble with weather proof cover. e) 3 Nos suitable length and size stainless steel wire ropes (minimum 6mm dia and 7/19 construction) for lowering & raising of lantern carriage.f) Suitable size and length multicore flexible copper power trailing cable (minimum 3 core 4 Sqmm) g) Hinged service door in base sectionh) Base plate earthing terminal. i) Suitable arrangement for supply distribution with termination of suitable size underground cable in high mast.j) Lightning conductor finial made of 25mm dia 300 mm long G.I. tube having single prong. k) Anchor plate of size 750x750x6mm, tern-plates 3mm thick, GI foundation bolts 12 Nos of 30 mm dia 850 mm long (EN 8 Grade) along with nuts washers etc. nos 235101.00 6.00 1410606.00

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. CUM 4604.00 24.00 110496.00

3 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 2861.00 6.00 17166.00

4 CG PWD ELECTRICAL SOR 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 32.00 90.00 2880.00

5 CG PWD ELECTRICAL SOR 12.13 Supplying and laying 25 mm X 6 mm G.I. strip at 0.50 metre below ground Metre 94.00 as strip earth electrode, including soldering, excavation and refilling the trench etc. as per specification. Metre 83.00 90.00 7470.00

6 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 283.00 720.00 203760.00

7 15.1.23 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 16 sq. mm. (10% extra for termination to the light pole) Metre 265.00 1440.00 381600.00

8 32.3.3 Providing following size ISi marked FR PVC insulated , PVC sheathed, 3 core submersible copper conductor wire and IS : 694 (2010). 4.0 sq. mm Metre 70.00 720.00 50400.00

9 CG PWD ELECTRICAL SOR 19.17.1 Supplying and fixing PVC water tight terminal box of approved make and brand with detachable gland plate in bottom, hinged front openable cover, rubber gasket, having 1 Nos 4way connector and 1 No SPMCB inside the box for cable connection, fixed to pole with 2 Nos clamp made from 25x3mm GI flat with 2 No GI nuts bolts complete as per specification. 250x200x125 mm for single phase Each 749.00 36.00 26964.00

10 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 92.00 36.00 3312.00

11 15.23.24 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 16 sq. mm (22 mm) Each 89.00 36.00 3204.00

12 15.28.1 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 required. 6 sq. mm (9 nos. each light pole) Each 16.00 54.00 864.00

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. 90 watt each 4879.00 120.00 585480.00

14 Electrical sor item no. 23.3.3 Supplying, installation, testing and commissioning of submersible pump set for water supply system with submersible motor directly coupled to multi-stage submersible pump of specified discharge capacity, head, delivery size in existing bore well including 2 sets of suitable size holding clamps made out of 50 mm X 6 mm MS flat, connection with suitable submersible cable of standard length etc. as per specification and IS: 694 (2010). Note: submersible Cable should be rust proof, safe from oil / Grease and under water Chemical / abrasion Resistant. 2.0 HP, single phase each 17471.00 1.00 17471.00

15 Electrical sor item no. 23.11 Supply, installation, testing and commissioning of 1-3 HP 1 phase submersible motor starter cum control wall/ floor mounted type made out of not less than 1.6 mm thick MS sheet and comprising of following panel mounting switchgears there in including connection inter-connection etc. as per specification. a) Phase indicating lamps with fuses and toggle switches 1 set b) 1/2/3 HP 1 phase DOL starter with over load and no volt relay 1 No c) 25 A "C" curve DPMCB 1 No d) Voltmeter 0-250 V 1 set e) Ammeter 0-10 A 1 set 1.5 HP, single phase each 3555.00 1.00 3555.00

AS PER NON SOR ITEM'S

1 MARKET RATE Design, supply, fabrication, erection and installations of outdoor type canopy made out of tensile membrane fabric mounted over MS structure as under: 0.00

2 MARKET RATE (a) TheM.S. structure shall be a suitably designed structure consisting of M.S.pipes, M.S.builtup sections with all necessary plate connectors, pinion joints etc. including all transportation, cutting, threading, machining, leads and lifts upto all heights, tools, plants, scaffolding etc all complete to complete the structure of the tensile membrane canopy/shade/pavation, allas per thearchitectural concept drawings/designs including all arch beams, curved lateral beams, bracings, columns, nodal joints, column bases and black phosphate coated high tensile bolts (grade not less than 10.9) etc.all complete, including hot dip galvanizing, one coat of epoxy primer and two coats of polyurethane paint on all steel work at all locations by sand blasting in aminimum 310DFT for each coat,all complete as directed and approved by the Engineer-in-charge. 0.00

3 MARKET RATE (b) The tensile membrane fabric shall be Type II-902s2 or equivalent, minimum 900gsm with PVDF coating on both sides including fifteen year manufacture rorequivalent warranty and shall meet following performance characteristics: Membrane shall be Precontraint PVDF/ PVDF coated with following Characteristics. Yarn: High Tenacity Polyester Yarn PES HT 1100 Dtex Total weight of the fabric: 750 g/m² Width: minimum 250 cm Tensile Strength Warp/ Weft: 280/ 280 daN/ 5cm 320/ 320 Lbs Tear Strength Warp/ Weft: 30/ 28 daN 85/ 80 Lbs. Flame Retardancy: Bs2d0 Surface treatment: PVDF /PVDF Total Thickness: 0.60 mm Light transmission: 6.5% Quality Management: ISO 9001 Environmental Management ISO 14021 Warranty: 7 years Coating thickness at top of yarn 240 micron Itemis inclusive of all necessary cutting, welding, cables, plates and necessary hardware for fixing the fabric canopy on the M.S. structure, all as per architectural concept drawings. The tensile membrane fabric shall be cut and welded etc. in the required shape using a high frequency PVC welding machine. Quality shall confirm to ISO 9001 and ISO 14021. 0.00

4 MARKET RATE (c) Item is inclusive of detailed engineering designs and erection of all necessary foundations etc. all complete for erecting the canopy structure all as directed and approved by the engineer in-charge. SQM 11136.00 500.00 5568000.00

5 Non-SOR Quotation Attached FIH approved Global Category Turf with Minimum Pile Height - 13mm +/- 1mm; Density per SQM 81900 +; Product should be Poly Ethelene Monofilament. Yarn Dtex:6700/8 +/- 10%; Backing: 3 layers + latex. Yarn Weight: 1700 g/Sqm; Total Carpet Weight: 3100 g/Sqm. The product should be from FIH Preferred Manufactures. FIH field certifications need to be done for the site. Sqm 5500.00 5225.00 28737500.00

6 Non-SOR Quotation Attached Providing and laying of cast-in-situ SBR permeable shock-pads of average 10mm thickness using suitable binder including levelling of the surface. Sqm 1400.00 5225.00 7315000.00

7 NON SOR SUPPYLING, TRANSPORTATION, INSTALLATION OF SPRINKLER SYSTEM 1 SET 2504277.00 1.00 2504277.00

TO SAY Rs (IN LACS) :- 1227.76

PROPOSED CONSTRUCTION OF HOCKY STADIUM AT KORBA (C.G.)

DETAILED ESTIMATE OF PAVILION

CG BUILDING SOR 2026 Total

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

AS PER NON SOR ITEM'S 0.00

1 Design, supply, fabrication, erection and installations of outdoor type canopy made out of tensile membrane fabric mounted over MS structure as under: 0.00

2 (a) TheM.S. structure shall be a suitably designed structure consisting of M.S.pipes, M.S.builtup sections with all necessary plate connectors, pinion joints etc. including all transportation, cutting, threading, machining, leads and lifts upto all heights, tools, plants, scaffolding etc all complete to complete the structure of the tensile membrane canopy/shade/pavation, allas per thearchitectural concept drawings/designs including all arch beams, curved lateral beams, bracings, columns, nodal joints, column bases and black phosphate coated high tensile bolts (grade not less than 10.9) etc.all complete, including hot dip galvanizing, one coat of epoxy primer and two coats of polyurethane paint on all steel work at all locations by sand blasting in aminimum 310DFT for each coat,all complete as directed and approved by the Engineer-in-charge. 0.00

3 (b) The tensile membrane fabric shall be Type II-902s2 or equivalent, minimum 900gsm with PVDF coating on both sides including fifteen year manufacture rorequivalent warranty and shall meet following performance characteristics: Membrane shall be Precontraint PVDF/ PVDF coated with following Characteristics. Yarn: High Tenacity Polyester Yarn PES HT 1100 Dtex Total weight of the fabric: 750 g/m² Width: minimum 250 cm Tensile Strength Warp/ Weft: 280/ 280 daN/ 5cm 320/ 320 Lbs Tear Strength Warp/ Weft: 30/ 28 daN 85/ 80 Lbs. Flame Retardancy: Bs2d0 Surface treatment: PVDF /PVDF Total Thickness: 0.60 mm Light transmission: 6.5% Quality Management: ISO 9001 Environmental Management ISO 14021 Warranty: 7 years Coating thickness at top of yarn 240 micron Itemis inclusive of all necessary cutting, welding, cables, plates and necessary hardware for fixing the fabric canopy on the M.S. structure, all as per architectural concept drawings. The tensile membrane fabric shall be cut and welded etc. in the required shape using a high frequency PVC welding machine. Quality shall confirm to ISO 9001 and ISO 14021. 0.00

4 (c) Item is inclusive of detailed engineering designs and erection of all necessary foundations etc. all complete for erecting the canopy structure all as directed and approved by the engineer in-charge. SQM 11136.00 500.00 5568000.00

5 Non-SOR Quotation Attached FIH approved Global Category Turf with Minimum Pile Height - 13mm +/- 1mm; Density per SQM 81900 +; Product should be Poly Ethelene Monofilament. Yarn Dtex:6700/8 +/- 10%; Backing: 3 layers + latex. Yarn Weight: 1700 g/Sqm; Total Carpet Weight: 3100 g/Sqm. The product should be from FIH Preferred Manufactures. FIH field certifications need to be done for the site. Sqm 5500.00 5225.00 28737500.00

6 Non-SOR Quotation Attached Providing and laying of cast-in-situ SBR permeable shock-pads of average 10mm thickness using suitable binder including levelling of the surface. Sqm 1400.00 5225.00 7315000.00

7 NON SOR SUPPYLING, TRANSPORTATION, INSTALLATION OF SPRINKLER SYSTEM 1 SET 2504277.00 1.00 2504277.00