F.No. 413/Const./T.P.Nagar Zone/2026/KMC

SCHEDULE OF RATE

Probable Amount Of Contract

CONSTRUCTION OF 8 LANE SYNTHETIC TRACK AT PG COLLEGE, KORBA 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 ₹ 31,912,469.82 QUOTE COMBINE SOR % RATE ABOVE/BELOW

2 CG PWD ROAD SOR 2026 ₹ 22,410,311.20

3 CG PWD ELECTRICAL SOR 2026 ₹ 7,319,349.15

4 CG PHED SOR 2020 & AMMENDMENTS 2023-24 ₹ 186,944.75

TOTAL "A" PAC VALUE ₹ 61,829,074.92

TO SAY RS (IN LACS):- 618.29 LAC

(B) NON-SOR Rate

Schedule of Items.

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

1 CONSTRUCTION OF SYNTHETIC ATHLETIC TRACK (1 to 2) ₹ 68,517,700.00 QUOTE EACH ITEM WISE RATE

2 FOOTALL GROUND DEVELOPMENT I/C SPRINKLER SYSTEM (item no.- 3 ) ₹ 2,504,277.00

3 TENNIS COURT (item no.-4) ₹ 3,664,958.00

4 PAVALION WITH TENSILE SHED (item no-5) ₹ 6,681,600.00

TOTAL NON-SOR PAC RS. :- ₹ 81,368,535.00

TO SAY Rs (IN LACS) :- 813.68 LAC

NET TOTAL PAC SAY Rs. (A)+(B)= 1431.97 LAC

PROPOSED CONSTRUCTION OF SYNTHETIC ATHLETIC TRACK 8-LANE AT KORBA (C.G.)

BOQ OF SYNTHETICK ATHLETIC TRACK

Rate S. No. Item No. Description Unit Qty. Rate Amount

BUILDING SOR 10.06.2026

2 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. 4583.30

1 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 4960.40

#REF! 3 1.6.1 Extra for every additional lift of 1.5 m or part there of. All types of soil cum. 946.16

#REF! 4 1.22 Supplying chlorpyrifos/ Lindane emulsifiable concentrate of 20% in sealed containers including delivery as specified. Ltr 865.10

#REF! 5 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 3244.80

#REF! 6 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 282.94

#REF! 7 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. 3005.24

8 1.19 Providing filling and compacting local earth (from approved source pit) in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete. Cum 5400.00

#REF! 9 1.26.1 Carriage by mechanical transport upto 5 km lead: Earth cum. 2820.00

#REF! 10 1.27.1 Extra for mechanical transport for every one km or part thereof beyond first 5 km lead. Earth Cum. Km 2820.00

#REF! 11 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 work. 1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate 40 mmnominal size. cum. 673.24

12 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 77.04

13 3.1.5 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. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). cum 21.23

14 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 508.86

15 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 2.96

16 3.3.1 Providing and laying Design mix reinforced cement concrete with crushed graded stone aggregate 20 mm 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 2.11

#REF! 17 3.3.2 Providing and laying Design mix reinforced cement concrete with crushed graded stone aggregate 20 mm nominal size using batching plant,transit mixer and concrete pump,in all works upto plinth level excluding cost of form work. M-25 grade cum 1648.36

#REF! 18 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 319.84

19 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 25986.00

#REF! 20 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 231716.28

21 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 210.94

#REF! 22 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 59.56

#REF! 23 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. 1535.06

24 2.1.2 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Wall of any thickness including attached pilasters, buttresses etc. in super structure. sqm 3613.60

#REF! 25 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. 519.12

26 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. 295.20

#REF! 27 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. 1718.40

#REF! 28 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. 3689.80

29 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 0.08

#REF! 30 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. 21.48

#REF! 31 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. 429.60

#REF! 32 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. 571.20

#REF! 33 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 25.60

34 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 20.83

#REF! 35 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. 431.17

36 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. 266.29

37 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, consisting of columns trusses, roof and bottom purlins, base plate, holding hoisting, fixing in position upto a height of 5m above plinth level,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 13338.00

38 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 489.60

39 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 576.00

40 9.57.1 Providing stainless steel railing/ grill made of S.S. flats, hollow S.S. pipe or square/ rectangular sections of approved design fixing in stair case, balcony or other places with metal fasteners and stainless steel bolts etc complete. SS Grade 204 kg 480.80

41 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 2470.00

#REF! 42 11.1.2 Providing and making 6mm thick cement plaster of mix : In Cement mortar 1:4 (1 cement : 4 fine sand) sqm 780.00

#REF! 43 11.2.4 Providing and making 12mm thick cement plaster of mix: in cement mortar 1:6 (1 cement : 6 fine sand) sqm. 1245.20

#REF! 44 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. 565.92

45 11.5 Neat Cement punning sqm 18.00

46 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 208.32

#REF! 47 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 104.88

#REF! 48 11.37.1 Providing and making pointing on brick work with cement Mortar 1:3 (1 cement : 3 fine sand) Flush pointing sqm 141.48

#REF! 49 11.40 Making grove in cement plaster while plastering upto10 mm deep and 10 mm wide. rmt. 3222.00

50 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 2.25

51 12.10 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 3244.80

52 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 2982.00

#REF! 53 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 2573.12

#REF! 54 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 2573.12

#REF! 55 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. 2007.20

#REF! 56 14.71 Providing and applying satin / matte finish enamel paint minimum two coats in our surface applying @ 0.75 L per 10 square metre up to required finish as per relevant IS code 2932:2013 of (product such as Asian satin, enable deluxe promise, premium enable Nele synthetic enable opus prime animal) Inclusive of providing AbRaw, Tape on edge, 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. 666.90

57 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 1712.00

58 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 15.00

59 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 6.00

60 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 10.00

61 22.1 Trenching in ordinary soil upto a depth of 60cm including removal and stacking of serviceable materials and then disposing of by spreading and neatly leveling with in a lead of 50m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). sqm 450.00

62 22.2 Supplying and stacking of good earth at site including royalty, loading, unloading and carriage upto 5 km (earth measured in stacks will be reduced by 20% for payment). cum 1305.00

63 22.3 Supplying and stacking sludge at site including royalty, loading, unloading and carriage upto 5 km (sludge measured in stacks will be reduced by 8% for payment). cum 56.25

64 22.4 Supplying and stacking at site well decayed cow dung manure from approved source, including loading, unloading and carriage upto 5 km (manure measured in stacks will be reduced by 8% for payment). cum 1136.25

65 22.5 Rough dressing the trenched ground including breaking clods. sqm 450.00

66 22.6 Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. sqm 450.00

67 22.7 Fine dressing the ground sqm 450.00

68 22.8 Spreading of sludge, dump manure or/and good earth in required thickness (Cost of sludge, dump manure or/ and good earth to be paid separately). cum 3577.50

69 22.9 Mixing earth and sludge or manure in proportion specified or directed. cum 3577.50

70 22.24 Flooding the ground with water including making kiaries and dismantling the same. 450.00

71 22.25.1 Providing and planting following herbs in garden including preparation of soil, base plantation, providing and spreading different fertilizers, soil and sand: Hedges like Alife, Dorenta, Tikoma etc each 300.00

72 22.25.2 Providing and planting following herbs in garden including preparation of soil, base plantation, providing and spreading different fertilizers, soil and sand: Furn like Arica, China etc (3 year old) each 220.00

73 22.25.3 Providing and planting following herbs in garden including preparation of soil, base plantation, providing and spreading different fertilizers, soil and sand: Hibiscus (Flower)/ Rose each 180.00

74 22.25.4 Providing and planting following herbs in garden including preparation of soil, base plantation, providing and spreading different fertilizers, soil and sand: Carpet grass (well developed) @ 75 % of Total Area sqm 9337.50

75 22.13 Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50m lift upto 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). cum 135.00

AS PER 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 10.00

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 12.00

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 6.00

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 5.00

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 7774.20

6 3.25 (i) 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 835.20

7 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 350.46

8 3.25 (iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications. Mt 27.75

9 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 with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) Cum 30952.70

10 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 504.00

11 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 2565.20

12 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 315.00

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 2187.20

14 4.18 Providing and fixing kerb stones 100 mm thick and 600 mm wide chisel dressed cut stones fixed in CC 1:3:6 (block size 250 x 225 mm) including all excavation. Rm 165.55

15 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 8850.00

16 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 442.50

17 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 17700.00

18 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 265.50

19 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 315.00

20 6.2 A (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.) Using Slip Form Paver With Cement concrete grade M-30 and minimum cement content @ 375 kg/cum. cum 420.00

21 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 52.00

22 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 420.00

23 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. 30.00

24 12.6 Providing and planting of 3’0” to 4’0” heighted wasingtonia, filipheria/bismarkia novelist plam plants with 1’6” x 1’6” depth pit formation and soil preparation, (Mixing organic manure and plant’s protection insecticide). Up to 4 month maintenance. nos 100.00

25 12.7 Providing and planting of 4’0” to 5’0” heighted Ficus prestige/Blackiana plants with 1’6” x 1’6” depth pit formation and soil preparation, (Mixing organic manure and plant’s protection insecticide). Up to 4 month maintenance. nos 100.00

AS PER PHED SOR ITEM'S 01.06.2020

1 28.1 ( amendment no- 09/2023-2024 ) Carrying out the resistivity survey by VES method using Schlumberger configuration for locating the proper spot with three soundings 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 Point 1.00

2 29.3 ( amendment no- 09/2023-2024 ) ( a ) Drilling of perfectly vertical bore hole of a diameter suitable to receive 200 mm nominal diameter casing pipe upto desired depth below ground level inclusive of the labour charges for transporting, lowering and fixing of 150 mm nominal diameter M.S./ G.I. / U.P.V.C. casing pipe inside the bore hole including all works pertaining to drilling such as transportation, installation and removal of drilling machine etc.complete. In all type of collapsible strata consisting of soils, clays, sand , moorum, gravel, boulders etc. sand , moorum, gravel, blouders etc meter 35.00

3 29.4 ( amendment no- 09/2023-2024 ) Drilling of perfectly vertical bore hole of 150mm diameter upto desired depth below ground level ino all type of rock including all works pertaining to drilling such as transportation ,installation and removal of drilling machine etc. complete. meter 80.00

4 29.9 ( amendment no- 09/2023-2024 ) providing and fixing of well cap on top of the tube well for protection . (c) 150mm dia each 1.00

5 30.7 ( amendment no- 09/2023-2024 ) Construction of concrete block over dry tube wells for protection of size 0.45m x 0.45m x0.45m in M-15 cement concrete mix complete work Each 1.00

6 3 cgphed sor 2020 Annexure-I ISI Mark 32 mm dia. G.I. riser pipe in 3 meter length socketed on one end as per I.S. 1239 (Part I) 1990 up-to- date amendments and socket as per I.S. 2062/1990 up-to-date amendment, Part-C, General Note: 27.28.10 50mm meter 75.00

7 6 cgphed sor 2020 Annexure-I ISI marked G.I. casing pipe (Plain) medium class in 4 to 7 meters length one end fitted with socket as per I.S.: 1239 (Part-2) 1992 with IV th revision ( Up-todate amendments), Part-C, General Note: 27.28.10 150mm dia. Meter 36.00

8 34.20.107 ( amendment no- 09/2023-2024 ) Supplying and laying of submersible flat cable ISImarked 3 core copper wire of suitable size with proper clamping of approved make. (i) 4 Sq.mm.multi strand Per Mtr 70.00

9 6.4 cgphed sor 2020 Providing and fixing following confirming to IS 778/1984 (Reaffirmed 2005) Class-II gate (full way) valves tested to 300lbs/Sq inch or 21.00 kg/sq.cm. 50mm dia ( Flanged ) each 1.00

10 34.20.106 cgphed sor 2020 (iv) Supplying & Installation of Energy efficiant five star BEE rating ISI Marked required capacity single phase, 50 Hz, 220V, deep well submersible pump Stainless Steel body, suitable for 4"/6" tube well with Contral Panel Starter suitable for Submersible pump with dry run protection, connections, including clamps, bore cap etc. as required as per specifications but excluding pipe,SS/Nylon 5 H.P. with 10to11stages,HeadMt.101-40 Discharge LPM 60-270wire rope and connection cable. each 1.00

11 32.4 ( amendment no- 09/2023-2024 ) Disinfection of tube well using bleaching powder solution as per the direction of the Engineer in Charge including the cost of bleaching powder and labour etc. complete. each 1.00

12 24.18.4 cgphed sor 2020 (i) Labour only for lowering of three phase submersible pumping set in the tube well with pipe line assembly, electrical cable, testing etc. completeincludingconnecting the electrical cable from pump & starter. 3 HP to 7.5 HP - Depth up to 150 mtr. 1 job 1.00

13 32.5 ( amendment no- 09/2023-2024 ) Yield test of tube well continuously for one hour with Compressor.(This Item is valid only for one hour test). Hour 1.00

14 6.8 cgphed sor 2020 Providing and fixing following check (non-return) valves ClassII, confirming to IS:778/1984 (Reaffirmed 2005) female ends, tested to 21.09 kg/sq.cmt. 50mm dia.(screwed) each 1.00

AS PER ELECTRICAL SOR 10.06.2026

1 5.8.3 Providing and fixing following size FRLS PVC insulated, PVC sheathed, flexible copper conductor wire on the floor/ wall, or side of the table/ door etc. as per specification. 1.0 sq. mm three core Metre 800.00

2 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 320.00

3 7.19.1 Fabrication, supply, installation, testingand commissioning of cubical type compartmentalized wall/floor mounted power cum control panel board of specified size and following depth made out of not less than 2mm thick CRCA MS sheet with suitable size compartments for bus bars, switchgears and necessary cutouts for voltmeters, ammeters etc as per specifications including powder coating painting but with out busbars, switchgears and other accessories etc complete as per specification Upto 300 mm deep sqm 20.00

4 7.21.1 Supply, installation, testing and commissioning of 4pole (3 phase + neutral) copper( electric grade) bus bars in existing cubical type ompartmentalized 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 20.00

5 9.1.24 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. 4 pole MCCB, 32-100A, Adjustable Thermal - Magnetic Release, 35KA Each 10.00

6 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 80.00

7 10.15.2 Providing and fixing following rating current transformer in existing cubical panel including, connections, testing and commissioning etc. as per specification. 100/5 amps Each 10.00

8 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 10.00

9 10.22.3 Providing and fixing following Time switch (timer) in existing panel including connection, testing and commissioning as per specification. Astronomical type with year programmed Each 5.00

10 10.23 Providing and fixing panel mounting digital type VAF (Volt-amp-frequency combined) Multi Function meter of size 100x100 (NS) in existing cubical panel including connection, testing and commissioning etc. as per specification. Each 5.00

11 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 12.00

12 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 980.00

13 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 180.00

14 12.19.2 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: With 2 metre long GI Pipes and 25 kg back filling compound. Each 80.00

15 12.16 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as per specification. Metre 400.00

16 14.1.1 Supplying and laying ISI marked double wall HDPE pipe (IS 14930 Part II) having corrugation on the outer wall and plan surface on inner wall in ground below road, path etc at a depth not less than 40 cm and upto 90 cm including excavation, dismantling of road if required and refilling the trench with excavated material, ramming and making the surface good etc. as per specification. 63 mm outer dia and 50 mm Inner dia Metre 800.00

17 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 1440.00

18 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 2880.00

19 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 72.00

20 15.3.22 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) 4 x 10 sq. mm. Metre 800.00

21 15.3.23 Supplying and laying following sizes one number FRLS PVC insulated /XLPE, PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade in existing RCC/ HUME/ STONEWARE/ METAL/ HDPE pipe as per specification, IS: 1554 (1988, Part 1) & IS: 7098 (1988, Part 1) 4 x 16 sq. mm. Metre 800.00

22 15.23.23 Supplying and making end termination with brass compression gland and aluminum lugs for following size armoured aluminum conductor power cable of 1.1 KV grade as per specification. . 4 X 10 sq. mm (22 mm) Each 400.00

23 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 472.00

24 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 72.00

25 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 108.00

26 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 12.00

27 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 128.00

28 19.7.3 Supply of hot dipped galvanized (in single dip to minimum 75 micron) octogonal pole made of 3mm thick steel grade E-350 sheet having window and flush cover with locking arrangement at suitable height from base for cable termination block, pole suitably reinforced with welded steel section at window cut section to make the strength of pole unaffected, with following minimum specifications with 4 way terminal connector including 3mm thick anchor plate, 4 nos 20mm dia foundation bolts of EN8 grade, and as per IS 2062 & BS EN: 10025. (designed for wind speed upto 180km/hr, IS: 875 Part 3) 8 metre high, dia 135mm at bottom and 90mm at top, base plate size 225x225x16mm, foundation bolts 750mm long Each 80.00

29 19.9.3 Supply and fixing following street light pole bracket on existing pole made out of 50 mm dia MS "B" class pipe welded to 300 mm long MS pole canopy of suitable dia at a angle of 102.50 including having MS triangular stiffner of size 150 X 50 X 5 mm thick, making arrangement for tightening the bracket with pole by providing suitable size heavy duty nuts and bolts in canopy, painting with one coat of approved steel primer etc. as per specification. Single Over Hang 1.50 metre Long Each 80.00

30 19.11.6 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. 8 metre high Each 80.00

31 19.13 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. Each 80.00

32 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 1440.00

TOTAL - A Rs. :- 0.00

TO SAY Rs (IN LACS) :- 0.00

1 CG BUILDING SOR 2026

2 CG PWD ROAD SOR 2026

3 CG PWD ELECTRICAL SOR 2026

4 CG PHED SOR 2020 & AMMENDMENTS 2023-24

PROPOSED CONSTRUCTION OF SYNTHETIC ATHLETIC TRACK 8-LANE AT KORBA (C.G.)

BOQ OF SYNTHETICK ATHLETIC TRACK

Rate S. No. Item No. Description Unit Qty. Rate Amount

1 Non-SOR Quotation Attached Providing and laying of WA (formerlyIAAF) approved Full PUR SyntheticAthletic track surface of minimum 15mmthickness in the normal stress areasincluding markings as per the specification/ requirement laid down by WA and as perthe direction of the Engineer-in-charge.The track needs to be WA Class II certified.The product should beEuropean/American/Australian originonly. No Chinese or Indian make will beconsidered. The track should be installedin supervision of a Technician of themanufacturer who have experience in suchinstallation in India or any other country inthe world for at least 1 Class II certifiedtrack with the same product. Sqm 8062.00

2 Non-SOR Quotation Attached Providing & Fixing IAAF approved Field Equipment material for conducting various events as per World Athletics approved events. All track and field equipment will be as per the technical requirement for use in International Athletic Competitions.

a Aluminium Kerbing made of heavy gauge aluminium with a box profile top and 10mm tall ribbed feet to keep it fixed in place. World Athletics Approved

b Pole Vault box with cover – The pole vault box is welded stainless steel construction with blanking board made of aluminium. The pole vault box will have sockets for drainage of water. World Athletics Approved.

920,000.00 Rate Recommended from . Nos 2.00

c Take-off Board for long and triple jump – The take-off board is made of wood with welded aluminium tray to protect the take-off area and facilitates for easy replacement of take-off board and plasticine board. It will be with a heavy duty aluminium blanking lid. World Athletics Approved

22,000.00 Rate Recommended from . Nos 7.00

d Shotput ring – Shotput ring made of heavy duty aluminium and can be folded in 2 parts. World Athletics Approved

32,000.00 Rate Recommended from . Nos 2.00

e Hammer cage cum Discuss cage – Hammer cum discuss cage is made of heavy duty 100mm square steel tube hot dipped galvanized. The poles can be detached from centre for easy movement. World Athletics Approved

2,596,000.00 Rate Recommended from . Nos 1.00

f Discuss ring – Discuss ring made of heavy duty aluminium and can be folded in to 2 parts. World Athletics Approved

40,000.00 Rate Recommended from . Nos 1.00

g Hammer cage with sockets – The hammer cage is made of heavy duty 100mm square steel tube hot dipped galvanized with 2m door with wheels. The net is machine knitted and UV stabilized. World Athletics Approved

708,000.00 Rate Recommended from . Nos 1.00

h Discuss cage with sockets – The discuss cage is made of heavy duty 92mm square steel tubes hot dipped galvanized and can be detached from centre for easy movement. The vertical poles are connected with tie bars for sturdiness. The net is 5mm thick machine knitted and UV stabilized. World Athletics Approved.

708,000.00 Rate Recommended from . Nos 1.00

i Steeple Chase Barrier – The barrier is made of heavy duty 100mm x 100mm steel tube and coated with EPDM. The base legs have spring loaded snap-locks for easy height adjustment (3 heights). World Athletics Approved.

55,500.00 Rate Recommended from . Nos 1.00

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

4 Non-SOR Quotation Attached Full PUR(POLYURETHANE RUBBER) Synthetic Athletic track surface of minimum 15mm thickness in multilayer application of Approved Color, including markings as per the specification / requirement laid down by WA and as per the direction of the Engineer-in-charge. The track needs to be WA Class II certified. The product should be European/American/Australian origin only.The track should be installed in supervision of a Technician of the manufacturer who have experience in such installation in India or any other country in the world for at least 1 Class II certified track with the same product. Sqm 506.00

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

(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. -

(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.

(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.

[Actual installed area of fabric to be measured for payment] SQM 600.00

TOTAL NON-SOR RS. :- 0.00

TO SAY Rs (IN LACS) :- 0.00

PROPOSED CONSTRUCTION OF SYNTHETIC ATHLETIC TRACK 8-LANE AT KORBA (C.G.)

ESTIMATE OF SYNTHETICK ATHLETIC TRACK

Rate S. No. Item No. Description Unit Rate Qty. Amount

BUILDING SOR 20.04.2026

2 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. 4583.30

1 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 4960.40

#REF! 3 1.6.1 Extra for every additional lift of 1.5 m or part there of. All types of soil cum. 946.16

#REF! 4 1.22 Supplying chlorpyrifos/ Lindane emulsifiable concentrate of 20% in sealed containers including delivery as specified. Ltr 865.10

#REF! 5 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 3244.80

#REF! 6 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 282.94

#REF! 7 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. 3005.24

8 1.19 Providing filling and compacting local earth (from approved source pit) in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete. Cum 5400.00

#REF! 9 1.26.1 Carriage by mechanical transport upto 5 km lead: Earth cum. 2820.00

#REF! 10 1.27.1 Extra for mechanical transport for every one km or part thereof beyond first 5 km lead. Earth Cum. Km 2820.00

#REF! 11 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 work. 1:3:6 (1 cement :3 coarse sand :6 graded stone aggregate 40 mmnominal size. cum. 673.24

12 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 77.04

13 3.1.5 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. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). cum 21.23

14 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 508.86

15 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 2.96

16 3.3.1 Providing and laying Design mix reinforced cement concrete with crushed graded stone aggregate 20 mm 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 2.11

#REF! 17 3.3.2 Providing and laying Design mix reinforced cement concrete with crushed graded stone aggregate 20 mm nominal size using batching plant,transit mixer and concrete pump,in all works upto plinth level excluding cost of form work. M-25 grade cum 1648.36

#REF! 18 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 319.84

19 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 25986.00

#REF! 20 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 231716.28

21 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 210.94

#REF! 22 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 59.56

#REF! 23 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. 1535.06

24 2.1.2 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Wall of any thickness including attached pilasters, buttresses etc. in super structure. sqm 3613.60

#REF! 25 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. 519.12

26 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. 295.20

#REF! 27 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. 1718.40

#REF! 28 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. 3689.80

29 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 0.08

#REF! 30 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. 21.48

#REF! 31 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. 429.60

#REF! 32 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. 571.20

#REF! 33 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 25.60

34 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 20.83

#REF! 35 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. 431.17

36 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. 266.29

37 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, consisting of columns trusses, roof and bottom purlins, base plate, holding hoisting, fixing in position upto a height of 5m above plinth level,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 13338.00

38 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 489.60

39 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 576.00

40 9.57.1 Providing stainless steel railing/ grill made of S.S. flats, hollow S.S. pipe or square/ rectangular sections of approved design fixing in stair case, balcony or other places with metal fasteners and stainless steel bolts etc complete. SS Grade 204 kg 480.80

41 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 2470.00

#REF! 42 11.1.2 Providing and making 6mm thick cement plaster of mix : In Cement mortar 1:4 (1 cement : 4 fine sand) sqm 780.00

#REF! 43 11.2.4 Providing and making 12mm thick cement plaster of mix: in cement mortar 1:6 (1 cement : 6 fine sand) sqm. 1245.20

#REF! 44 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. 565.92

45 11.5 Neat Cement punning sqm 18.00

46 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 208.32

#REF! 47 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 104.88

#REF! 48 11.37.1 Providing and making pointing on brick work with cement Mortar 1:3 (1 cement : 3 fine sand) Flush pointing sqm 141.48

#REF! 49 11.40 Making grove in cement plaster while plastering upto10 mm deep and 10 mm wide. rmt. 3222.00

50 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 2.25

51 12.10 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 3244.80

52 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 2982.00

#REF! 53 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 2573.12

#REF! 54 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 2573.12

#REF! 55 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. 2007.20

#REF! 56 14.71 Providing and applying satin / matte finish enamel paint minimum two coats in our surface applying @ 0.75 L per 10 square metre up to required finish as per relevant IS code 2932:2013 of (product such as Asian satin, enable deluxe promise, premium enable Nele synthetic enable opus prime animal) Inclusive of providing AbRaw, Tape on edge, 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. 666.90

57 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 1712.00

58 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 15.00

59 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 6.00

60 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 10.00

61 22.1 Trenching in ordinary soil upto a depth of 60cm including removal and stacking of serviceable materials and then disposing of by spreading and neatly leveling with in a lead of 50m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). sqm 450.00

62 22.2 Supplying and stacking of good earth at site including royalty, loading, unloading and carriage upto 5 km (earth measured in stacks will be reduced by 20% for payment). cum 1305.00

63 22.3 Supplying and stacking sludge at site including royalty, loading, unloading and carriage upto 5 km (sludge measured in stacks will be reduced by 8% for payment). cum 56.25

64 22.4 Supplying and stacking at site well decayed cow dung manure from approved source, including loading, unloading and carriage upto 5 km (manure measured in stacks will be reduced by 8% for payment). cum 1136.25

65 22.5 Rough dressing the trenched ground including breaking clods. sqm 450.00

66 22.6 Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. sqm 450.00

67 22.7 Fine dressing the ground sqm 450.00

68 22.8 Spreading of sludge, dump manure or/and good earth in required thickness (Cost of sludge, dump manure or/ and good earth to be paid separately). cum 3577.50

69 22.9 Mixing earth and sludge or manure in proportion specified or directed. cum 3577.50

70 22.24 Flooding the ground with water including making kiaries and dismantling the same. 450.00

71 22.25.1 Providing and planting following herbs in garden including preparation of soil, base plantation, providing and spreading different fertilizers, soil and sand: Hedges like Alife, Dorenta, Tikoma etc each 300.00

72 22.25.2 Providing and planting following herbs in garden including preparation of soil, base plantation, providing and spreading different fertilizers, soil and sand: Furn like Arica, China etc (3 year old) each 220.00

73 22.25.3 Providing and planting following herbs in garden including preparation of soil, base plantation, providing and spreading different fertilizers, soil and sand: Hibiscus (Flower)/ Rose each 180.00

74 22.25.4 Providing and planting following herbs in garden including preparation of soil, base plantation, providing and spreading different fertilizers, soil and sand: Carpet grass (well developed) @ 75 % of Total Area sqm 9337.50

75 22.13 Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50m lift upto 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). cum 135.00

AS PER ROAD SOR

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 10.00

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 12.00

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 6.00

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 5.00

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 7774.20

6 3.25 (i) 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 835.20

7 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 350.46

8 3.25 (iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications. Mt 27.75

9 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 with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) Cum 30952.70

10 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 504.00

11 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 2565.20

12 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 315.00

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 2187.20

14 4.18 Providing and fixing kerb stones 100 mm thick and 600 mm wide chisel dressed cut stones fixed in CC 1:3:6 (block size 250 x 225 mm) including all excavation. Rm 165.55

15 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 8850.00

16 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 442.50

17 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 17700.00

18 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 265.50

19 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 315.00

20 6.2 A (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.) Using Slip Form Paver With Cement concrete grade M-30 and minimum cement content @ 375 kg/cum. cum 420.00

21 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 52.00

22 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 420.00

23 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. 30.00

24 12.6 Providing and planting of 3’0” to 4’0” heighted wasingtonia, filipheria/bismarkia novelist plam plants with 1’6” x 1’6” depth pit formation and soil preparation, (Mixing organic manure and plant’s protection insecticide). Up to 4 month maintenance. nos 100.00

25 12.7 Providing and planting of 4’0” to 5’0” heighted Ficus prestige/Blackiana plants with 1’6” x 1’6” depth pit formation and soil preparation, (Mixing organic manure and plant’s protection insecticide). Up to 4 month maintenance. nos 100.00

AS PER PHED SOR ITEM'S 01.06.2020

1 28.1 ( amendment no- 09/2023-2024 ) Carrying out the resistivity survey by VES method using Schlumberger configuration for locating the proper spot with three soundings 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 Point 1.00

2 29.3 ( amendment no- 09/2023-2024 ) ( a ) Drilling of perfectly vertical bore hole of a diameter suitable to receive 200 mm nominal diameter casing pipe upto desired depth below ground level inclusive of the labour charges for transporting, lowering and fixing of 150 mm nominal diameter M.S./ G.I. / U.P.V.C. casing pipe inside the bore hole including all works pertaining to drilling such as transportation, installation and removal of drilling machine etc.complete. In all type of collapsible strata consisting of soils, clays, sand , moorum, gravel, boulders etc. sand , moorum, gravel, blouders etc meter 35.00

3 29.4 ( amendment no- 09/2023-2024 ) Drilling of perfectly vertical bore hole of 150mm diameter upto desired depth below ground level ino all type of rock including all works pertaining to drilling such as transportation ,installation and removal of drilling machine etc. complete. meter 80.00

4 29.9 ( amendment no- 09/2023-2024 ) providing and fixing of well cap on top of the tube well for protection . (c) 150mm dia each 1.00

5 30.7 ( amendment no- 09/2023-2024 ) Construction of concrete block over dry tube wells for protection of size 0.45m x 0.45m x0.45m in M-15 cement concrete mix complete work Each 1.00

6 3 cgphed sor 2020 Annexure-I ISI Mark 32 mm dia. G.I. riser pipe in 3 meter length socketed on one end as per I.S. 1239 (Part I) 1990 up-to- date amendments and socket as per I.S. 2062/1990 up-to-date amendment, Part-C, General Note: 27.28.10 50mm meter 75.00

7 6 cgphed sor 2020 Annexure-I ISI marked G.I. casing pipe (Plain) medium class in 4 to 7 meters length one end fitted with socket as per I.S.: 1239 (Part-2) 1992 with IV th revision ( Up-todate amendments), Part-C, General Note: 27.28.10 150mm dia. Meter 36.00

8 34.20.107 ( amendment no- 09/2023-2024 ) Supplying and laying of submersible flat cable ISImarked 3 core copper wire of suitable size with proper clamping of approved make. (i) 4 Sq.mm.multi strand Per Mtr 70.00

9 6.4 cgphed sor 2020 Providing and fixing following confirming to IS 778/1984 (Reaffirmed 2005) Class-II gate (full way) valves tested to 300lbs/Sq inch or 21.00 kg/sq.cm. 50mm dia ( Flanged ) each 1.00

10 34.20.106 cgphed sor 2020 (iv) Supplying & Installation of Energy efficiant five star BEE rating ISI Marked required capacity single phase, 50 Hz, 220V, deep well submersible pump Stainless Steel body, suitable for 4"/6" tube well with Contral Panel Starter suitable for Submersible pump with dry run protection, connections, including clamps, bore cap etc. as required as per specifications but excluding pipe,SS/Nylon 5 H.P. with 10to11stages,HeadMt.101-40 Discharge LPM 60-270wire rope and connection cable. each 1.00

11 32.4 ( amendment no- 09/2023-2024 ) Disinfection of tube well using bleaching powder solution as per the direction of the Engineer in Charge including the cost of bleaching powder and labour etc. complete. each 1.00

12 24.18.4 cgphed sor 2020 (i) Labour only for lowering of three phase submersible pumping set in the tube well with pipe line assembly, electrical cable, testing etc. completeincludingconnecting the electrical cable from pump & starter. 3 HP to 7.5 HP - Depth up to 150 mtr. 1 job 1.00

13 32.5 ( amendment no- 09/2023-2024 ) Yield test of tube well continuously for one hour with Compressor.(This Item is valid only for one hour test). Hour 1.00

14 6.8 cgphed sor 2020 Providing and fixing following check (non-return) valves ClassII, confirming to IS:778/1984 (Reaffirmed 2005) female ends, tested to 21.09 kg/sq.cmt. 50mm dia.(screwed) each 1.00

HOSTEL BUILDING - FOURTH FLOOR

S. No. SOR Item No. Description of items No L B H/D Qty. Unit Rate Amount

1 3.3 Providing and laying Design mix reinforced cement concrete with crushed graded stone aggregate 20 mm nominal size using batching plant,transit mixer and concrete pump,in all works upto plinth level excluding cost of form work.

3.3.2 M-25 grade

COLUMN UPTO SLAB LEVEL 133.589 52.067

LINTEL BEAM - 200X200 62.370

SLAB BEAM - 300X450 71.247

SLAB DETAIL 120.230

CARE TAKER ROOM 1 3.35 4.80 0.125 2.010

ELECTRIC ROOM 1 3.37 5.00 0.125 2.106

COMMON SPACE - BOTH SIDE 2 3.87 4.75 0.125 4.596

TOILET - BOTH SIDE 2 6.90 4.55 0.125 7.849

STAIR PORTION 2 3.42 5.00 0.125 4.275

CORRIDOOR - FRONT 1 43.05 2.40 0.125 12.915

CORRIDOOR - BACK 1 28.05 2.40 0.125 8.415

2 nos Staircase - Waist Slab 4 3.60 1.50 0.125 2.700

8 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: 97.50

For Fourth Floor Total 458.548 cum 487.50 223,542.00

9 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 Qty. As Per 3.3.2 458.55 cum.

10 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.

For Elevation Purpose 38 0.90 0.90 0.30 9.234 cum. 469.00 4,331.00

11 2.1 Providing and fixing formwork including centering, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels,

2.1.1 Foundations, footings, base of columns, plinth beam,Curtain Wall in any shape and size and all type of wall below plinth level

Total sqm. 139.00 0.00

2.1.5 columns,Pillars, piers and likes-rectangulay or square in shape in size.

Column upto Slab level

2.1.13 Weather shade chhajja ,cornices and moundlings.

2.1.8 Beams ,Lintels, Cantilevers & walls

LINTEL BEAM - 200X200

SLAB BEAM - 300X450

2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ)

DORMITORY 2 4.80 7.45 71.52

DORMITORY 2 7.65 4.80 73.44

LOUNGE AREA 2 5.20 7.90 82.16

CARE TAKER ROOM 1 3.35 4.80 16.08

WARDEN ROOM 1 3.40 4.80 16.32

GUEST ROOM 2 2.96 4.35 25.75

STORE ROOM 1 3.00 4.90 14.70

ELECTRIC ROOM 1 3.37 5.00 16.85

COMMON SPACE - BOTH SIDE 2 3.87 4.75 36.77

TOILET - BOTH SIDE 2 6.90 4.55 62.79

CORRIDOOR - FRONT 1 43.05 2.40 103.32

CORRIDOOR - L+R 2 35.50 2.40 170.40

CORRIDOOR - BACK 1 28.05 2.40 67.32

2.1.14 Spiral/Folded plate type stair cases including risers and landing

2 nos Staircase - Waist Slab 4 3.60 1.50 21.60

Steps - Tread 44 1.50 0.30 19.80

Steps - Riser 44 1.50 0.15 9.90

16 7.5 Brick work with modular FLY ASH lime bricks (flag brick) confirming to ISI 12894:2002 of class designation 40 in foundation and plinth in:

7.5.3 Cement Mortar 1:5 (1 Cement : 6 Coarse Sand)

CARE TAKER ROOM 2 8.15 0.20 3.30 10.76

ELECTRIC ROOM 2 8.37 0.20 3.30 11.05

COMMON SPACE - BOTH SIDE 4 8.62 0.20 3.30 22.76

TOILET - BOTH SIDE 4 11.45 0.20 3.30 30.23

STAIR PORTION 4 8.42 0.20 3.30 22.23

Total 652.133 cum.

Deduction (-) Lintel Beam Qty. As Per RCC 71.247

Deduction (-) Slab Beam Qty. As Per RCC 120.230

17 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: 121.00

For Fourth Floor Qty. As Per 7.5.3 Total 343.890 cum. 605.00 208,053.00

18 7.11.2 Half brick thick Brick Masonary with FLY ASH lime bricks (flag brick) confirming to ISI 12894:2002 of class designation 40 in super Strcture above plinth level Cement Mortar 1:4 (1 cement : 4 coarse sand)

Toilet - Both Side 10 1.20 2.40 28.80

19 7.12 Extra for half brick work in superstructure above plinth level for every story or part thereof in addition to rate for upto plinth level: 11.00

For Fourth Floor Qty. As Per 7.11.2 88.50 sqm 55.00 4,868.00

20 7.20 Extra for providing and placing in position hopping 25x1.60 mm or 2 Nos 6mm dia MS bars reinforcement at every third course of half brick masonry.

21 8.1 Providing wood work in frames of doors, windows, clerestory windows and other frames wrought framed and fixed in position.

8.1.2 Sal, bijasal, benteak, khair, haldu

22 8.3 Providing 40x5mm iron hold fast 40cm long including fixing to frame with 10mm bolts nuts and wooden plug and embedding in Cement Concrete 1:2:4 in blocks of size 30x10x15cm.

23 8.14 Providing and fixing flush door shutters decorative type, core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters excluding hinges..

8.14.2 35 mm. thick (single leaf)

24 8.15 Extra for double leaf shutter instead of single leaf.

25 8.152.1 Providing and fixing 30mm thick factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for styles and 15x15mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5mm thick heat moulded PVC 'C' channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45degree angle on either side forming styles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided either side of the panel. 10mm (5mm x 2 ) thick, 20mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7mm (5mm+2mm) thick x 15mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per Manufacturer’s specification including 3 nos ISI marked stainless steel hinges of size 100x58x1.9 mm complete. (for W.C. and bathroom door shutter).PVC door shutter

26 8.151 Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet mitred at corners and joined with 2 Nos of 150mm long brackets of 15x15mm M.S. square tube, the vertical door profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size complete as per manufacturers specification and direction of Engineer-in-Charge

28 9.15 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming of red oxide zinc chromate primer.

Total 162.36 Sqm

29 8.59 Providing and fixing bright finished brass parliamentary hinges with brass polished MS screws complete:

30 8.60 Providing and fixing bright finished brass sliding door bolt with nuts and brass polished MS screws complete:

31 8.62.2 Providing and fixing bright finished brass tower bolts (barrel type) with brass polished MS screws complete: 200x10 mm

32 8.65.1 Providing and fixing bright finished brass door handles with brass polished MS screws complete: 125 mm

33 8.77.1 Providing and fixing antique/ SS finished brass butt hinges with antique/ SS polished MS screw complete: 125x85x5.50mm (Heavy Type)

34 8.80.1 Providing and fixing Anitque/S.S. finished brass door latch with necessary Antique/S.S. POlished MS screws complete: 300 x16x5 mm

35 8.90 Providing and fixing 150mm Antique/S.S. finished brass floor door stoppers with rubber cushion and antique/ S.S. Polished MS screws to suit thickness of shutters thickness.

36 8.42.1 Providing and fixing 12mm thick, 100mm wide pelmet with 6mm thick top cover, 20mm dia nickel plated M.S. pipe heavy duty curtain rod and bracket including fixing with 10cm long 25x3mm M.S. flat, rawl plugs, screws etc complete. TEAK WOOD

37 9.37 Providing and fixing M.S. fan clamp/ hook for ceiling fan made out of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs, beams during laying including painting the exposed portion of loop.

38 8.120 Providing and fixing aluminium sliding door bolts with 16mm rod, necessary nickel plated iron nuts bolts and screws etc complete.

39 8.121 Providing and fixing aluminium door latch with 12mm rod, necessary nickel plated iron nuts bolts and screws etc complete.

40 8.122 Providing and fixing aluminium tower bolts (Barrel type) with necessary nickel plated iron screws etc complete.

41 8.123 Providing and fixing aluminium door handles 2.5mm thick with necessary nickel plated iron screws etc complete.

42 8.132 Providing and fixing stainless steel butt hinges IS : 12817 marked with necessary stainless steel screws etc complete.

8.132.2 125x2.5mm (heavy)

43 9.44 Providing and fixing “ NETLON Insect screens" with 25mm wide Hook and loop tape all around to wooden /Aluminium/ steel windows, ventilators and the like complete.

9.47 Providing and fixing aluminium work for doors, windows, ventilators and partitions made out of extruded aluminium standard sections (main section with minimum 1.5mm thickness) conforming to IS: 733, IS: 1285 mitred and jointed mechanically including aluminium cleats, neoprene weather stripping gasket beveled edge beading, screws duly fixed in wall/ floor with fixing clips or hold fasteners or bolts and nuts as required aluminium sections shall be anodized transparent or dyed to approved shade according to IS: 1868, minimum anodic coating shall be of grade AC-15. (Glazing to be paid for separately:

9.47.1 For fixed portion

Total 146.70 sqm

9.47.2 For shutter of doors, windows & ventilators including providing and making provision for fixing of fitting wherever required including the cost of PVC/ neoprene gasket required (Fittings shall be paid for separately).

Total 146.70 sqm

9.51 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item):

9.51.2 With float glass panes of 5 mm thickness Qty As Per 9.47.2 146.70 sqm 708.00 103,864.00

45 9.57.1 Providing stainless steel railing/ grill made of S.S. flats, hollow S.S. pipe or square/ rectangular sections of approved design fixing in stair case, balcony or other places with metal fasteners and stainless steel bolts etc complete. SS frade 204

Stair railing 2x2 7.00 28.00

46 11.1 Providing and making 6mm thick cement plaster of mix :

11.1.2 In Cement mortar 1:4 (1 cement : 4 fine sand)

For finishing 1 12.50 0.60 7.50

47 11.2 Providing and making 12mm thick cement plaster of mix:

11.2.4 in cement mortar 1:6 (1 cement : 6 fine sand)

DORMITORY 4 12.25 3.30 161.70

DORMITORY 4 12.45 3.30 164.34

LOUNGE AREA 4 13.10 3.30 172.92

CARE TAKER ROOM 2 8.15 3.30 53.79

WARDEN ROOM 2 8.20 3.30 54.12

GUEST ROOM 4 7.31 3.30 96.49

STORE ROOM 2 7.90 3.30 52.14

ELECTRIC ROOM 2 8.37 3.30 55.24

COMMON SPACE - BOTH SIDE 4 8.62 3.30 113.78

TOILET - BOTH SIDE 4 11.45 3.30 151.14

STAIR PORTION 4 8.42 3.30 111.14

Toilet - Both Side 10 1.20 2.40 28.80

48 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)

OUTER WALL I/c Parapet

FRONT+BACK WALL 2 #REF! 4.30 #REF!

LEFT+RIGHT WALL 2 #REF! 4.30 #REF!

Total #REF! sqm. 107.00 #REF!

49 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.

Column Area - Vertical 48 0.30 3.30 47.52

Beam Area - Horizontal 72 3.00 0.30 64.80

50 11.32 Providing and making 18 mm thick plain cement mortar band in cement mortar 1:4 (1 cement : 4 fine sand) per cm width:

11.32.4 Drip course

Total 209.80 cm

51 11.37 Providing and making pointing on brick work with cement Mortar 1:3 (1 cement : 3 fine sand)

11.37.1 Flush pointing

Outer Wall OF Building Qty As Per 11.3.4 #REF! sqm 27.00 #REF!

52 11.40 Making grove in cement plaster while plastering upto10 mm deep and 10 mm wide.

Total #REF! rmt. 1.30 #REF!

53 12.10 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.

As per Slab Area Qty. 2.1.7 1 1435.79 Total 1435.79 sqm 34.00 48,817.00

55 12.46.2 15 mm thick Table rubbed polished Granite stone slab in risers and treads of steps skirting dado and pillars laid on 12mm (average) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry including rubbing and polishing etc. complete (single stone is to be used for risers and treads of steps and width of stone for skirting and dado shall be equal to the height of skirting & dado and length of 1.0 m).

Granite STONE BLACK

WINDOW SILL - All Around The Window

Steps - Tread 44 1.50 0.30 19.80

Steps - Riser 44 1.50 0.15 9.90

56 12.44 Extra for nosing in Granite stone for treads.

Stair Portion Total 132.00 meter 126.00 16,632.00

57 12.77 Providing and laying Glazed Vitrified Wall? Dado tiles (GVT/PGVT) with digital paint of random design with water absorption less the 0.08% and conforming to IS: 15622-2017 of 1st quality of approved make in all colors and shades and size mentioned below(+/- 10 mm for wall/ dado laid on 12 mm thick cement mortal 1:4( 1 cement:4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete.

12.77.1 Size 600x600 mm thickness 9to10 mm

DORMITORY 2 12.25 1.00 24.50

DORMITORY 2 12.45 1.00 24.90

LOUNGE AREA 2 13.10 1.00 26.20

CARE TAKER ROOM 1 8.15 1.00 8.15

WARDEN ROOM 1 8.20 1.00 8.20

GUEST ROOM 2 7.31 1.00 14.62

STORE ROOM 1 7.90 1.00 7.90

ELECTRIC ROOM 1 8.37 1.00 8.37

COMMON SPACE - BOTH SIDE 2 8.62 1.00 17.24

CORRIDOOR - FRONT 1 45.45 1.00 45.45

CORRIDOOR - L+R 2 37.90 1.00 75.80

CORRIDOOR - BACK 1 30.45 1.00 30.45

58 12.79 Providing and laying DOUBLE/MULTI CHARGE (minimum 2.0 mm thick laying) VIRTRIFIED floor tiles with water absorption less then 0.05% and conforming to IS: 15622-2017 of 1st quality of approved make in all colors and shades and size mentioned below (+/- 10 mm), laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigments etc. complete.

12.79.1 Size 600x600 mm thickness 9to10 mm

DORMITORY 2 4.80 7.45 71.52

DORMITORY 2 7.65 4.80 73.44

LOUNGE AREA 2 5.20 7.90 82.16

CARE TAKER ROOM 1 3.35 4.80 16.08

WARDEN ROOM 1 3.40 4.80 16.32

GUEST ROOM 2 2.96 4.35 25.75

STORE ROOM 1 3.00 4.90 14.70

ELECTRIC ROOM 1 3.37 5.00 16.85

COMMON SPACE - BOTH SIDE 2 3.87 4.75 36.77

CORRIDOOR - FRONT 1 43.05 2.40 103.32

CORRIDOOR - L+R 2 35.50 2.40 170.40

CORRIDOOR - BACK 1 28.05 2.40 67.32

59 12.56 25mm thick Local RAJIM/ Red Flag stone slab flooring laid over 20mm (Average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid over & jointed with grey cement slurry mixed with pigments to match the shade of the stone i/c grinding, rubbing and polishing.

#REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF! #REF!

Total #REF! sqm. 516.00 #REF!

60 12.74 Providing and fixing rectified glazed ceramic Floor tiles of 1st quality conforming to IS : 15622-2017 of approved make, in all colors, shades over 20 mm thick bed of cement Mortar 1;3 (1 cement: 3 coarse send) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white cement mixed with matching pigment complete. #REF!

12.74.1 Size 300x300 mm thickness 7 to 8 mm

TOILET - BOTH SIDE #REF! #REF! #REF! #REF!

Total #REF! sqm 779.00 #REF!

61 12.75 Providing and fixing rectified glazed ceramic wall/dado tiles of 1st quality conforming to IS : 15622-2017 of approved make, in all color, shaded on wall and dodos over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete.

12.75.1 Size 300x450mm thickness 7to 8mm

TOILET - BOTH SIDE #REF! #REF! 2.40 #REF!

Total #REF! sqm 710.00 #REF!

62 13.6 15mm thick Granite work (machine cut, table rubbed & mirror polished) for kitchen platform, vanity counters, window sills and similar locations of required size laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) including joints treated with white cement mixed with matching pigment including rubbing and polishing to edge moulding to give high gloss finish.

13.6.2 Granite stone black

PLATEFORM 1 5.20 0.60 3.12

63 13.19.2 Extra for providing edge moulding to 15mm thick stone counters, vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. GRANITE WORK

PLATEFORM 1 5.20 5.20

64 14.13 Providing and applying 2mm thick ready mix exterior grade putty (Birla wall care, Alltek Superfine W/R of (NCL), J.K. wall putty) on walls to make the surface smooth and even.

Total 6mm plaster Qty. As Per 11.1.2 73.86

Total 12mm plaster Qty. As Per 11.2.4 3233.66

Total 15mm plaster Qty. As Per 11.3.4 #REF!

Total #REF! sqm 94.50 #REF!

65 14.11.1 Wall painting with acrylic luxury emulsion (plastic) paint of Required Shade to give an even shade. On new work( two or more coats)

Total 6mm plaster Qty. As Per 11.1.2 73.86

Total 12mm plaster Qty. As Per 11.2.4 3233.66

66 14.15 Painting exterior surface with ACRYLIC SMMOTH exterior paints of required shades as per manufacture specification to give protective and decorative finish including cleaning washing of surface etc. complete with

14.15.1 on new work (two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

Total 15mm plaster Qty. As Per 11.3.4 #REF! sqm. 56.00 #REF!

68 14.20 Applying priming coat on wood work with ready mixed primer.

69 14.22.2 Painting on new work (two or more coats) to give an even shade with: Premier Shynthci Enamel Paint

TOTAL Rs. :- #REF!

TO SAY Rs (IN LACS) :- #REF!