NIT No:39 /PSRM /EEC-III/CE/NRANVP/2026-27, Nava Raipur Atal Nagar, Dist. Raipur, Dated: 01.10.2026

NIT No:39 /PSRM /EEC-III/CE/NRANVP/2026-27, Nava Raipur Atal Nagar, Dist. Raipur, Dated: 01.10.2026 Name of Work: “Providing, Supply, Repairing and maintenance of Infrastructure Work and Other Road Amenities at Various Locations of Nava Raipur Atal Nagar,Dist. Raipur (C.G.).”

Sl No. SOR Particulars Unit Qty. Rate Amount

1 13.7 Detailed survey of existing road including chaining, leveling, with cross section at 25.0 m intervals and closing survey each day's work, fixing bench marks, painting, taking trial pits and submission of road cross sections, L-sections, quantity statements and details of all cross drainage works in computerized prints in five copies in proper files and all type of compliance required by the Engineer-in-charge. Km. 1.000 12325.00 12,325.00

2 2.1 i) Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit and as per relevant clauses of section-200 for :- Girth from 300 mm to 600 mm Each 1.00 276 276.00

3 2.1 ii) Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit and as per relevant clauses of section-200 for :- Girth beyond 600 mm to 900 mm Each 1.00 424 424.00

4 2.1 iii) Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit and as per relevant clauses of section-200 for :- Girth beyond 900 mm to 1800 mm Each 1.00 750 750.00

5 2.1 iv) Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit and as per relevant clauses of section-200 for :- Girth above 1800 mm Each 1.00 1440 1,440.00

6 2.4 B Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to all lifts and lead including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant clauses of section-200. In area of thorny jungle Hectare. 20.00 62717 1,254,340.00

7 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. 20000.00 6 120,000.00

8 3.2 Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300. cum 22400.00 88.00 1,971,200.00

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/borrow area with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. cum 6000.00 202.00 1,212,000.00

10 3.14 Construction of embankment/sub-grade with approved materials having required C.B.R. for embankment/sub-grade (unless specified otherwise in the contract) deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. Cum. 13500.00 70.00 945,000.00

11 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 3000.00 228.00 684,000.00

12 4.1 Construction of granular sub-base by providing graded Material, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 A)Plant mix method (with Mechanically crushed stone only) a)For Sub-base cum drainage layer or upper sub base with ii)Grading-IV Material cum 1200.00 1348.00 1,617,600.00

13 4.6 Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.) cum 420.00 1365.00 573,300.00

14 2026 Road SOR 3.11 Scarifying Existing bituminous surface to a depth of 50 mm Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all leads & lifts. Sqm. 7200.00 18.00 129,600.00

15 2026 Road SOR 2.6 (A) Dismantling of flexible pavements and disposal of dismantled materials including all leads, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. Bituminous courses Cum 243.00 734.00 178,362.00

16 2026 Road SOR 2.6 (B) Dismantling of flexible pavements and disposal of dismantled materials including all leads, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. Granual courses Cum 1080.00 513.00 554,040.00

17 5.1 Prime coat (Providing and applying primer coat with oil based 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 1750.00 65.00 113,750.00

18 5.2 ii 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. Granular surfaces treated with primes @ 0.30 kg /Sqm sqm 1750.00 15.00 26,250.00

19 5.2 ii 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. on Bituminous surfaces @ 0.25 kg per sqm sqm 1750.00 13.00 22,750.00

20 5.4 Dense 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.) ) A) With sensor paver finisher for Grading-II(26.5 mm nominal size bitumen content 4.50%) cum 87.50 6831.00 597,712.50

21 5.7 Bituminous Concrete (Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) A) With sensor paver finisher for Grading II (13.2 mm nominal size) with bitumen 6.0 % cum 70.00 8639.00 604,730.00

22 8.22 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes.) Sqm 1725.60 533.00 919,744.80

23 2026 Building 1.1.1 Excavation for all types and sizes of foundations, trenches and drains or ror any other purpose including disposal of excavation and leveling of pits in all types of soil. Cum 937.50 157.00 147,187.50

24 2026 Building 3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). 143.75 2525.00 362,968.75

25 2026 Building 3.3.1 Providing and laying design mix reinforced cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works upto plinth level excluding cost of form work. M-20 Grade Cum 151.88 3596.00 546,142.50

26 2026 Building 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 641.88 315.00 202,190.63

27 2026 Building 3.3.2 Providing and laying design mix reinforced cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works upto plinth level excluding cost of form work. M-25 Grade Cum 90.00 3653.00 328,770.00

28 2026 Building 2.1.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level. Sqm. 129.00 118.00 15,222.00

29 2026 Building 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 11365.00 55.00 625,075.00

30 2026 Building 3.12.3 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto all level. Thermo-Mechanically Treated bars of grade Fe-550D or more Kg 24187.50 47.00 1,136,812.50

31 2026 Building 9.57.2 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 304 KG 1000.00 446.00 446,000.00

32 2026 Building SOR 10.14 Providing and fixing 2mm thick semi transparent polycarbonate profile roofing sheet of approved make and colour to make any normal roofing / covering and fixing as per manufacture specification at spacing not more than 1.2 m centre to centre with EPDM gasket and silicon sealant fixed with self drilling stainless steel screws all complete as per direction of Engineer-in-Charge. Sqm. 165.000 1615.00 266,475.00

33 2026 Road SOR 8.35 Flexible Median Marker Supply and Fixing of Flexible Median Marker made of tough, high impact resistant, injection-moulded, thermoplastic body with property of flexibility to provide high durability and U shape structure having rebound/bounce back property the marker body shall be neutral black in colour and the retro reflective element shall be fluorescent yellow colour with sheeting confirming to Type-XI as per IRC:67-2022. The reflective area shall not be less than 90 cm2 . It shall have a minimum height of 180mm width 120mm and body thickness 6.5mm and Shank length shall not be less than 30mm and dia not less than 20mm. The exposed body structure should be cornered rounded for better aesthetics. It shall bounce back to original position after 750 numbers of hits using pendulum of 1.8 kg conforming to ASTM D 256 and shall have Adhesion between the body and outer casing body of FMM shall withstands Kgf tensile loads conforming to ASTM D 638 method. It shall be fixed by drilling and grouting with the use of epoxy adhesive as directed by Engineer-in-Charge. Each 6000.00 340.00 2,040,000.00

34 Supply and installation of ABS Speed Breaker filled with 1.2 Cement Mortar of approved make & size (370mm x 250mm) grouting bolt with adhesive etc. complete as per direction of Engineer-in-Charge. rmt 270.00 3436.44 927,838.80

35 Maharastra SSR 6.12b Providing and applying Cold plastic paint two component rolled on surfacing material solvent free,high build two pack seamless, tough, skid resistant, material with has property of attaining 2.00mm thickness in single coat application white(or as required colour) based on glass and colour retaining acralic cross linking resin system for coloured road surfacing including surface cleaning and cost of all material etc. complete. (All inclusive on bitumen or concrete surface) work shall carried out as per IRC 35-2015 clause 2.2) Sqmt 500.00 1574.00 787,000.00

36 2026 Building SOR 7.5.1 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in: Cement Mortar 1:3 (1 cement : 3 coarse sand) Cum 145.20 3095.00 449,394.00

37 2026 Building SOR 11.3.2 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix: In Cement Mortar 1:4 (1 cement : 4 fine sand) Sqm. 126.00 102.00 12,852.00

38 2026 Building SOR 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. 3000.00 281.00 843,000.00

39 2026 Building SOR 9.6.2 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. Kg. 27000.00 58.00 1,566,000.00

40 2026 Building SOR 9.3.1 Steel work in tubular (round, square or rectangular hollow tubes etc.) structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level, consisting of columns trusses, roof and bottom purlins, base plate, holding down bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zinc chromate primer. Electric resistance or induction butt welded tubes Grade-250 Kg. 9000.00 75.00 675,000.00

41 2026 Road SOR 8.18 Painting on Steel Surfaces (Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade) Sqm 36000.00 60.00 2,160,000.00

42 2026 Road SOR 6.4 Providing and laying Un-reinforced Cement Concrete without Dowel bars including formwork and expansion, contraction & longitudinal joints as per design and as per IRC-62, over a prepared base a per approved mix design and finising to lines and grade as per Drawing for Pavement thickness less than 200mm in Low Volume Roads. With Cement concrete grade M-30 and minimum cement content @ 375 kg/cum Cum 360.00 4036.00 1,452,960.00

43 2026 Building SOR 16.3.3 Demolishing brick masonry including arches, stacking of serviceable material disposal of unserviceable material within 50 metres lead In cement mortar. Cum. 56.00 224.00 12,544.00

44 2026 Building SOR 16.5.2 Demolishing stone rubble masonry including arches, stacking of serviceable material and disposal of unserviceable material within 50 Metres lead. In cement mortar Cum. 56.00 448.00 25,088.00

45 2026 Building SOR 16.8 Dismantling flag stone flooring laid in cement/lime mortar including stacking of serviceable material and disposal of unserviceable material within 50 metre lead Sqm. 300.00 48.00 14,400.00

46 2026 Building SOR 16.9 Dismantling of old tarfelts of water proofing treatment of any course from the top of roof of any floor including disposal and removal of material with 50 metre lead. Sqm. 240.00 9.00 2,160.00

47 2026 Building SOR 16.42 Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material within 50 metre lead. Cum. 84.00 653.00 54,852.00

48 2026 Building SOR 16.43.2 Demolishing cement concrete including disposal of material within 50 metre lead. 1:3:6 or richer mix Cum. 84.00 467.00 39,228.00

49 2026 Building SOR 17.1.2 Repairs to plaster in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls with cement mortar 1:4 (1 cement : 4 fine sand) complete including disposal of rubbish to the dumping ground within 50metres lead : Thickness more than 15mm and upto 20mm Sqm. 280.00 126.00 35,280.00

50 2026 Building SOR 17.2.1 Providing and replacing broken floor tile with ceramic glazed floor tiles conforming to IS : 15622 of approved size, make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including removing the broken tile and mortar, pointing the joints with white cement mixed with matching pigment etc., complete. Size 300x300mm Sqm. 67.20 978.00 65,721.60

51 2026 Building SOR 17.2.2 Providing and replacing broken floor tile with ceramic glazed floor tiles conforming to IS : 15622 of approved size, make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including removing the broken tile and mortar, pointing the joints with white cement mixed with matching pigment etc., complete. Size above 300x300mm Sqm. 67.20 1009.00 67,804.80

52 2026 Building SOR 17.6.1 Providing and replacing broken floor tile with vitrified floor tiles with double charge/ multi charge printing with water absorption less than 0.5% and conforming to IS : 15622 of approved make in all colours and shades and size mentioned below (+/- 10mm), laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including removing the broken tile and mortar, grouting the joints with white cement and matching pigments etc. complete: Size 600x600mm Sqm. 120.00 1369.00 164,280.00

53 2026 Building SOR 17.12.2 Renewing glass panes, with putty and nails wherever necessary: Float glass panes of thickness 5.5 mm Sqm. 64.80 527.00 34,149.60

54 2026 Building SOR 17.23 Renewing aluminium door/ window by replacing demaged member by anodised/ powder coated aluminium sections of same diamentions complete including depositng dismentalled section at departmental store. Kg. 972.00 301.00 292,572.00

55 2026 CG Road SOR 2.5 I (B) Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with including all leads and lifts and as per relevant clauses of section-200 in. Cement Concrete Grade M-15 & M-20 Cum. 112.00 479.00 53,648.00

56 2026 Building SOR 12.45.2 15 mm thick Table rubbed polished Granite stone slab flooring laid over 20mm (Average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing etc. complete. (Area of slab should be 0.50 sqm and above) Granite stone black Sqm 100.00 2249.00 224,900.00

57 2026 Building SOR 12.49 25 mm thick KOTA stone slab flooring over 20mm (Average) thick base of cement mortar 1:4 laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including grinding rubbing and polishing etc. complete (Area of slab to be over 0.20 sqm and upto 0.50 sqm) Sqm 250.00 762.00 190,500.00

58 2026 Building SOR 12.76.1 Providing and laying glazed viitrfied floor (GVT/PGVT) with digital print of random design with water absorption less than 0.05% and conforming to IS:15622-2017 of 1st quality of approved make in all colours, shades and size mentioned below (+/- 10mm), laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand) including grouting the joints with white cement and matching pigments etc complete. Size 600x600mm thickness 9 to 10mm Sqm 240.00 819.00 196,560.00

59 2026 Road SOR 4.14.A ii Providing & laying precast interlocking concrete blocks of required compressive strength with approved size, shape/ pattern over coarse sand bed of thickness 30 +/- 5 mm and joints filled with fine sand including leveling with surface vibrator, temping and sweeping etc. complete as per IRC-SP-63. 60mm thick Polymer coated coloured precast interlock concrete blocks Sqm 1250.00 591.00 738,750.00

60 2026 Road SOR 4.14.B ii Providing & laying precast interlocking concrete blocks of required compressive strength with approved size, shape/ pattern over coarse sand bed of thickness 30 +/- 5 mm and joints filled with fine sand including leveling with surface vibrator, temping and sweeping etc. complete as per IRC-SP-63. 80mm thick Polymer coated coloured precast interlock concrete blocks. Sqm 200.00 740.00 148,000.00

61 2026 Road SOR 12.5 Manufacturing, supply & fixing of precast kerb stone of size 400mmx259mmx200mm thick made of M-20 concrete rectangular in shape with one corner chamfered by 100 mm x 100 mm as approved design i/c cost of all material, labour and curing etc. complete. Each 5000.00 113.00 565,000.00

62 2026 Road SOR 8.17(A) Two coats on new surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) Sqm. 4000.00 71.00 284,000.00

63 2026 Road SOR 8.17(B) Two coats on new surfaces (One coat on old surfaces ( Painting one or two coats after cleaning all dirt & dust, filling the surface with synthetic enamel paint in all shades on old concrete surfaces) Sqm. 26000.00 60.00 1,560,000.00

64 Building 14.56 Providing and applying 2mm thick white cement based polymeric grade Putty with minimum 3 coats applied @ 5.4 kg/ 10Sqm as per relevant IS code 17545:2021 (Product such as Birla wall care, Asian trucare, JK wall putty, Berger Bison wall putty) to make the surface smooth and even with all tools tackles and labour etc. complete for the work Sqm. 560.00 73.00 40,880.00

65 2026 Building SOR 14.81 Renewal including scraping with white washing/ Colour washing with lime to give an even shade in two coats on existing lime surface consumption of lime 2.50kg /10 Sqm as per relevant I.S. code 6278:1971 with all tools tackles and labour etc. complete for the work. Sqm. 26000.00 9.00 234,000.00

66 2026 Building SOR 14.59 Providing and applying Polymaric cement primer on all surface applied @ 0.80 litrs/10 sqm as per relevant I.S. code 15489:1974 (product such as Birla white primacoat/activcoat, Asian Trucare , Dulux interior cement primer, Opus Calista / I10 ) with all tool tackles and labour etc. complete for the work . Sqm. 560.00 25.00 14,000.00

67 2026 Building SOR 14.62 Providing and applying Acrylic washable Distemper or lite economy Plastic emulsion paint having VOC content less than 50gms/ lit Minimum two coats up to final finish applied @ 1.25 Kg/ 10Sqm as per relevant I.S. Code 428:2000 (product such as Tractor Uno, Dulux Duval, Berger Bison, Opus Style/lite economy emulsion product such as Asian Tactor Spark , Dulux Pomise sheen, Neroloc Litil Master, Berger Bison Lite, Nippon Superio.) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour complete for the work. Sqm. 560.00 54.00 30,240.00

68 2026 Building SOR 14.64 Providing and applying Premium plastic emulsion paint with roller application minimum three coats applied @ 0.75 lit / 10Sqm up to final finish as per relevant I.S. Code 15489:2013 Type -1 Class D & C ( Glossy and Semi Glossy Finish) of required shade (Product such as Asian Apcolite Premium , Dulux Super Cover, Berger Easy Clean , Nippon Breezee Metex Gold, Opus I-50 / Calista) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour etc. complete for the work.(with 3 year Warranty) Sqm. 2800.00 71.00 198,800.00

69 2026 Building SOR 14.68 Providing and applying on exterior surface with PREMIUM Exterior emulsion paint of required shade to give protective and water proof finish minimum 3 coats applied @ 1.40 lit / 10Sqm up to final finish as per relevant I.S. Code 15489:2013 Type -2 Class D , C (Glossy /Semi Glossy finish ) (Product such as Asian Apex , Dulux Weather Shield Prima E900 , Berger Weathercoat Antidust , Nerolac Everlas Excel , Nippon Sumo Etra, Opus True flex) inclusive of providing abro tape on edges and articleand cleaning of door, windows, floor and surface as required with all tools tackles and labour etc. complete for the work.(With 3Year Warranty.) Sqm. 2800.00 71.00 198,800.00

70 2026 Road SOR 1.4 i) Hire charges for machineries : (only working hours to be paid and idle hours not to be paid) including fuel and manpower. Tractor with trolley Hrs. 1000.00 264.00 264,000.00

71 2026 Road SOR 1.4 V) Hire charges for machineries : (only working hours to be paid and idle hours not to be paid) including fuel and manpower. Crane for lifting -a) 40 T capacity Hrs. 300.00 673.00 201,900.00

72 2026 Road SOR 1.4 VI) Hire charges for machineries : (only working hours to be paid and idle hours not to be paid) including fuel and manpower. Hydraulic excavator of 1.0 Cum bucket (JCB) Hrs. 1000.00 893.00 893,000.00

73 MR Supplying and Providing of labour for various construction and miscellaneous works as directed by the engineer-in -charge. Unskilled Day 1460.00 510.00 744,600.00

74 MR Supplying and Providing of labour for various construction and miscellaneous works as directed by the engineer-in -charge. Semi-skilled Day 547.50 539.00 295,102.50

75 MR Supplying and Providing of labour for various construction and miscellaneous works as directed by the engineer-in -charge. Skilled Day 365.00 575.00 209,875.00

76 2026 Building SOR 8.22.6 12mm thick pre-laminated particle board flat pressed with decorative lamination on both sides exterior Grade - I MDF Board 12 mm thick confirming to IS:14587. Sqm. 54.00 910.00 49,140.00

77 2026 Building SOR 8.12.1 Providing and fixing flush door shutters, conforming to IS : 2202 (PartI), 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. Sqm. 31.50 2097.00 66,055.50

78 2026 Building SOR 6.1 Random rubble masonry with hard stone in foundation and plinth in Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand: 12 stone aggregate 20mm nominal size) upto plinth level. Cum. 400.00 2138.00 855,200.00

79 2026 Building SOR 4.3 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of WC, kitchen and the like consisting of: i) 1st course of applying cement slurry @ 4.4 Kg/sqm mixed with water proofing compound conforming to IS 2645 including rounding off junction of vertical and horizontal surface. ii) 2nd course of 20mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound including rounding off junction of vertical and horizontal surface. iii) 3rd course of applying blown or residual bitumen applied hot @ 1.7 Kg. per sqm of area. iv) 4th course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg. per sqm of area. Sqm. 1000.00 378.00 378,000.00

80 2026 Building SOR 4.13.1 Grading roof for water proofing treatment with: Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cum. 50.00 3244.00 162,200.00

81 2026 Road SOR 8.38 (A) Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3. Rm. 300.00 2848.00 854,400.00

82 CPWD-2023 4.9 Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. each 700.00 761.78 533,246.00

83 Building SOR 9.39 Providing and fixing in position G.I. barbed wire (93.8gram/m) to concrete/ wooden/ angle iron posts (straight or diagonal) including securing and screwing with G.I. tying wire, G.I. stapples, G.I.U-nails or steel pins etc., complete(Cost of posts, struts to be paid for separately) Rmt. 14000.00 8.00 112,000.00

84 PHE 2013 23.22 Supplying & fixing Manhole Frame and Cover of following sizes circular Composite Resin (FRP/ GRP) Manhole Frame and Cover of approved brand , Conforming to relevant Grand Designation : as per IS: 1726: 1991 etc . Complete.( Inspection shall be as per guidelines of IS Specification) 600 mm dia (2.5T) Each 200.00 7907.00 1,581,400.00

85 2026 Road SOR 9.2 A Providing and laying Reinforced Cement Concrete pipe NP 4 / prestressed concrete pipe on first class bedding Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe complying to IS:458, with ends casted as per the requirements of flush jointing of pipes, for culverts on first class bedding of granular material including joints duely filled and finished with cement mortar 1:2 and bedding aas per clause 2904 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. 600 mm dia Rmt. 100.00 2604.00 260,400.00

86 2026 Road SOR 9.2 B Providing and laying Reinforced Cement Concrete pipe NP 4 / prestressed concrete pipe on first class bedding Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe complying to IS:458, with ends casted as per the requirements of flush jointing of pipes, for culverts on first class bedding of granular material including joints duely filled and finished with cement mortar 1:2 and bedding aas per clause 2904 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. 900 mm dia Rmt. 50.00 4492.00 224,600.00

87 2026 Road SOR 10.1 Restoration of Rain Cuts Restoration of Rain Cuts (Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes. Cum. 720.00 161.00 115,920.00

88 2019 Road SOR 10.02 Maintenance of Earthen Shoulder (filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.) Sqm. 1200.00 90.00 108,000.00

89 2019 Road SOR 10.03 Maintenance of Earth Shoulder (stripping excess soil) (Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor)as directed by Engineer-In-Charge Sqm. 1200.00 31.00 37,200.00

Total amount of Civil work (A) 39,962,879.98

Providing, Supply, fixing & repairing of Signages , Road furniture, Bus stops and other road amenities at various locations of Nava Raipur Atal Nagar, raipur (C.G.)

Sl. No. SOR Particulars Unit Qty Rate (INR) Amount (INR) Remarks

1 2026 Building 1.1.1 Excavation for all types and sizes of foundations, trenches and drains or ror any other purpose including disposal of excavation and leveling of pits in all types of soils. Cum #REF! 185.00 #REF!

2 2026 Building 3.1.4 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete m providing and laying nominal mix plain cement concrete with cerushed stone aggregate using concrete mixer in all work upto plinth level excluding cost of form work 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size). Cum 33.75 3019.00 101,891.25

3 2026 Building 3.1.2 Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). Cum #REF! 2260.00 #REF!

4 2026 Building 3.3.2 Providing and laying design mix reinforced cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works upto plinth level excluding cost of form work. M-25 Grade Cum #REF! 3653.00 #REF!

5 2026 Building 2.1.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level. Sqm #REF! 118.00 #REF!

6 2026 Building 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 #REF! 55.00 #REF!

7 DSR vol I 5.22.6 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more Kg #REF! 75.97 #REF!

8 2026 Road SoR 8.13 A Overhead Signs as per Clause 8.2. Providing and erecting overhead sign including fixing of retro-reflectorized sheeting digitally printed of Class-C Micro Prismatic Grade Sheeting of Type-XI confirming to ASTM D 4956 including covering with transparent sheeting (lamination sheeting) to protect from fading and damage due to wheather effect as per IRC:67-2022 made of retro-reflective type sheeting vide clause 801.3, fixed over Aluminum sheeting of overall thickness 2mm including application of fluorocarbon coating applied on exposed surface of aluminium to ensure corrosion resistance, with appropriately supported by a mild steel back frame of ISA 40x40x5 mm including all panels supported by diagonal members and painting all exposed components of the signs and supports with primer and 2 coats of epoxy paints or powder coating as per clause 7.2 of IRC:67-2022 and erecting the sign board mounted over back support frame with vertical and lateral clearance as per clause 802.2 and 802.3 and relevant clauses and installed over a designed support system as per clause 802.6 of aluminum alloy or galvanized steel trestles and trusses of sections and type as per structural design requirements and approved plans. ​(Note: The details of manufacturer, type of sheeting, month and year of installation, project details and other details along with QR code as detailed in clause 13.2 and Annexure-VII of IRC:67-2022 shall be printed on back side of the sign board.) Truss and Vertical Support of alumininum alloy or galvanised steel. Ton #REF! 93441.00 #REF!

9 2026 Road SoR 8.13 B Add Extra, if circular/polygonal aluminium alloy/galvanised steel post is used instead of built-up section of angle/channel/flat etc. for the vertical support of the truss and sign board. (only the weight of posts shall be taken for this additional rate). Ton #REF! 10558.00 #REF!

10 2026 Bldg SoR 9.2 Structural steel work riveted or bolted or welded in built-up sections, trusses and frames work upto a height of 5m above plinth level, including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer. Kg #REF! 56.00 #REF!

11 2026 Bldg SoR 9.3.1 Steel work in tubular (round, square or rectangular hollow tubes etc.) structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level, consisting of columns trusses, roof and bottom purlins, base plate, holding down bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zinc chromate primer. 9.3.1 Electric resistance or induction butt welded tubes Grade-250 Kg #REF! 75.00 #REF!

12 2026 Bldg SoR 9.5 Extra for hoisting trusses and placing in position over height above 5m for every 2.5 m height or part thereof. Kg #REF! 2.00 #REF!

13 2026 Road SOR 8.18 Painting on Steel Surfaces (Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade) Sqm. #REF! 60.00 #REF!

14 2026 Building 9.57.2 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 304 kg #REF! 446.00 #REF!

15 2025 Road SoR 8.13 C Overhead Signs as per Clause 8.2. Providing and erecting overhead sign including fixing of retro-reflectorized sheeting digitally printed of Class-C Micro Prismatic Grade Sheeting of Type-XI confirming to ASTM D 4956 including covering with transparent sheeting (lamination sheeting) to protect from fading and damage due to wheather effect as per IRC:67-2022 made of retro-reflective type sheeting vide clause 801.3, fixed over Aluminum sheeting of overall thickness 2mm including application of fluorocarbon coating applied on exposed surface of aluminium to ensure corrosion resistance, with appropriately supported by a mild steel back frame of ISA 40x40x5 mm including all panels supported by diagonal members and painting all exposed components of the signs and supports with primer and 2 coats of epoxy paints or powder coating as per clause 7.2 of IRC:67-2022 and erecting the sign board mounted over back support frame with vertical and lateral clearance as per clause 802.2 and 802.3 and relevant clauses and installed over a designed support system as per clause 802.6 of aluminum alloy or galvanized steel trestles and trusses of sections and type as per structural design requirements and approved plans. ​(Note: The details of manufacturer, type of sheeting, month and year of installation, project details and other details along with QR code as detailed in clause 13.2 and Annexure-VII of IRC:67-2022 shall be printed on back side of the sign board.) Class-C Microprismatic Grade Sheeting of Type XI, Aluminium sheet as detailed above, for over head sign. Sqm. #REF! 9378.00 #REF!

16 2026 Building SOR 10.14 Providing and fixing 2mm thick semi transparent polycarbonate profile roofing sheet of approved make and colour to make any normal roofing / covering and fixing as per manufacture specification at spacing not more than 1.2 m centre to centre with EPDM gasket and silicon sealant fixed with self drilling stainless steel screws all complete as per direction of Engineer-in-Charge. Sqm #REF! 1615.00 #REF!

17 2026 Road SOR 8.35 Flexible Median Marker Supply and Fixing of Flexible Median Marker made of tough, high impact resistant, injection-moulded, thermoplastic body with property of flexibility to provide high durability and U shape structure having rebound/bounce back property the marker body shall be neutral black in colour and the retro reflective element shall be fluorescent yellow colour with sheeting confirming to Type-XI as per IRC:67-2022. The reflective area shall not be less than 90 cm2. It shall have a minimum height of 180mm width 120mm and body thickness 6.5mm and Shank length shall not be less than 30mm and dia not less than 20mm. The exposed body structure should be cornered rounded for better aesthetics. It shall bounce back to original position after 750 numbers of hits using pendulum of 1.8 kg conforming to ASTM D 256 and shall have Adhesion between the body and outer casing body of FMM shall withstands Kgf tensile loads conforming to ASTM D 638 method. It shall be fixed by drilling and grouting with the use of epoxy adhesive as directed by Engineer-in-Charge. Each #REF! 340.00 #REF!

18 2026 Road SOR 8.49 Providing and fixing Raised Pavement Markers made of polycarbonate ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 Kg tested in accordance to ASTM D 4280 type H and complying to specifications of category A of MORT&H(RW/NH-33023/ 10/97-DO III Dtd. 11.06.1997). The pavement markers will be auto moulded by dual polymer shanks and must comply with all the MoRT&H specifications. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm respectively and with minimum reflective area of 13 Sq.cm. on each side and slope to the base shall be 35 +/-5 degree. The strength of detachment of the integrated cylindrical shanks (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 kgf. Fixing will be by drilling holes on road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the Engineer-in-charge. Each #REF! 315.00 #REF!

19 MR Supply and installation of ABS Speed Breaker filled with 1.2 Cement Mortar of approved make & size (370mm x 250mm) grouting bolt with adhesive etc. complete as per direction of Engineer-in-Charge. rmt #REF! 3436.44 #REF!

20 Maharastra SSR 6.12b Providing and applying Cold plastic paint two component rolled on surfacing material solvent free,high build two pack seamless, tough, skid resistant, material with has property of attaining 2.00mm thickness in single coat application white(or as required colour) based on glass and colour retaining acralic cross linking resin system for coloured road surfacing including surface cleaning and cost of all material etc. complete. (All inclusive on bitumen or concrete surface) work shall carried out as per IRC 35-2015 clause 2.2) Sqmt 500.00 1574 787,000.00

2026 Road SOR 3.13 Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area Construction of sub-grade with approved material/selected soil having C.B.R. > 8 (unless specified otherwise in the contract) obtained from borrow pits/borrow area with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 Cum #REF! 228 #REF!

21 2026 Road SOR 4.1, (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) (b) For Lower Sub-base with (i) Grading-V Material Cum #REF! 1337 #REF!

22 2026 Road SOR 4.6 Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406. Cum #REF! 1365 #REF!

23 2026 Building SOR 7.5.1 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in: Cement Mortar 1:3 (1 cement : 3 coarse sand) Cum #REF! 3095 #REF!

24 2026 Building SOR 11.3.2 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix: In Cement Mortar 1:4 (1 cement : 4 fine sand) Sqm #REF! 102 #REF!

25 2026 Road SOR 6.4 Providing and laying Un-reinforced Cement Concrete without Dowel bars including formwork and expansion, contraction & longitudinal joints as per design and as per IRC-62, over a prepared base a per approved mix design and finising to lines and grade as per Drawing for Pavement thickness less than 200mm in Low Volume Roads. With Cement concrete grade M-30 and minimum cement content @ 375 kg/cum Cum #REF! 4036 #REF!

26 2026 Building SOR 12.45.2 15 mm thick Table rubbed polished Granite stone slab flooring laid over 20mm (Average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing etc. complete. (Area of slab should be 0.50 sqm and above) Granite stone black Sqm 100.00 2249 224,900.00

27 2026 Building SOR 12.65.2 Providing & laying precast interlocking concrete blocks of required compressive strength with approved size, shape/ pattern over coarse sand bed of thickness 30 +/- 5 mm and joints filled with fine sand including leveling with surface vibrator, temping and sweeping etc. complete as per IRC-SP-63. 80mm thick Polymer coated coloured precast interlock concrete blocks. Sqm 200.00 740 148,000.00

NS Supply and Planting of good quality approved trees with height as detailed below including ,transportation to site,well developed and grown condition all complete and as per direction of engineer in charge (excluding excavation,vermicompost, fertillizers, watering and irrigation system) Type 3 : 2m and above Height each 100.00 1750 175,000.00

NS Supply and Planting of good quality approved trees with height as detailed below including ,transportation to site,well developed and grown condition all complete and as per direction of engineer in charge (excluding excavation,vermicompost, fertillizers, watering and irrigation system) Type 1 : 0.6m upto 1m Height each 100.00 550 55,000.00

NS Supply and Planting of good quality approved trees with height as detailed below including ,transportation to site,well developed and grown condition all complete and as per direction of engineer in charge (excluding excavation,vermicompost, fertillizers, watering and irrigation system) Type 2 : 1m upto 2m Height each 100.00 850 85,000.00

2026 Road SOR 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. Each 250.00 755 188,750.00

2026 Road SOR 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. Each 300.00 533 159,900.00

2026 Road SOR 12.8 Providing and planting of Bogenbelia dwarf, chandni dwarf, kaner dwarf vr flower bearing plants with 0’9” x 0’9” depth pit formation and soil preparation work’s, (Mixing organic manure and plant’s protection insecticide). Up to 4 month maintenance. Each 500.00 71 35,500.00

2026 Road SOR 12.9 Providing and planting of dwarf red Ekalyha plants showing mass effect view with 0’9” x 0’9”x1’0” depth pit formation and soil preparation work’s, (Mixing organic manure and plant’s protection insecticide). Up to 4 month maintenance. Each 500.00 58 29,000.00

2026 Road SOR 12.10 Providing and planting of plumeria (Champa) 2’0” to 3’0” heighted plants with 1’0” x 1’0”x1’6” depth pit formation and soil preparation work’s, (Mixing organic manure and plant’s protection insecticide). Up to 4 month maintenance. Each 250.00 307 76,750.00

2026 Road SOR 12.11 Providing and planting of Golden durenta multi branches plants for showing mass effect in 0’6” x 0’6” distance with soil preparation work’s, (Mixing organic manure and plant’s protection insecticide). Up to 4 month maintenance. Each 500.00 147 73,500.00

2026 Road SOR 12.11 Providing and planting maxican carpet grass in mount with soil preparation (with organic manure and plants protection insecticide) and escaping works. Up to 4 month maintenance. Sqm. 5000.00 36 180,000.00

2020 Hort. 2.53 Providing and wartering of irrigation water through water tanker of Horticulture features i.e. lawn, tree, shrubs, hedge/edge, ground cover etc. at the site of work. Water tanker having 5000 lit. capacity with one labour for watering i/c cost of water, filling of tanker, wartering at site with all leads and lifts as per direction of officer-in-charge. Per Trip 300.00 932.95 279,885.00

2026 Road SOR 12.13 Human and other sculptures 0.00

2026 Road SOR 8.17(A) Two coats on new surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) Sqm #REF! 71 #REF!

Base cost #REF!

Add GST @18% #REF!

Grand Total #REF!

Add Contingency @1% #REF!

Grand Total #REF!

Providing , Fixing, including repairing & allied works of signages and other road safety work at Nava Raipur atal nagar

Sl No. Description As per cont. rate ,SOR Rate

Total Administrative Approval amoun in Crt 5.88

Work Done & in progress 5.016 7.02 0.6345 7.91

additinaol work done

Civil line, pHoto frame,textile etc 0.41 0.64 0.6345 0.65

Serikhedi bridge 0.286 0.45 0.6345 0.45

ABS Speed Breaker 0.064

Total Work Done 5.776

Balance Amt in Cr 0.104

Road Signages,Safety and Allied works As Per Estimate Work Done Balance Rate as per SOR in Cr Amt as per SOR

Gantry (8 increases to 11) 11 10 1 0.3457 0.3457

Double Legged Board 0

Sector Board 62 0.0278 1.7236

S.S.board sector 24 17 0.025 0.425

You are here board 5 0.075 0.375

ABS Speed Breaker (Rumble Strip) @ 4000 in 15 square @ 40 metre/junction 40 15 4000 0.24

Marker @450 in each junvction @ 2 m interval for 200m lenth and in turning in total 15 junction 400 15 450 0.27

Road marking 0.10

New two legged Board 10 459000 0.00

Sector Pole 10 278000 0.00

Bus stop Repairing & misc.work 0.30

Amount (in Cr) as per new requirement 4.98

Providing, Supply, Repairing and maintenance of Infrastructure work, Buildings and other road amenities at various locations of Nava Raipur Atal Nagar, raipur (C.G.)

Sl. No. SOR Particulars Unit No. L W H Qty. Rate Amount Remark

1 10.11 Detailed survey of existing road including chaining, leveling, with cross section at 25.0 m intervals and closing survey each day's work, fixing bench marks, painting, taking trial pits and submission of road cross sections, L-sections, quantity statements and details of all cross drainage works in computerized prints in five copies in proper files and all type of compliance required by the Engineer-in-charge. Km. 2 1.000 1.000 12037.00 12,037.00

2 2.1 Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit and as per relevant clauses of section-200 for :-

i) Girth from 300 mm to 600 mm Each 1 1.00 197 197.00

ii) Girth beyond 600 mm to 900 mm Each 1 1.00 353 353.00

iii) Girth beyond 900 mm to 1800 mm Each 1 1.00 684 684.00

iv) Girth above 1800 mm Each 1 1.00 1295 1,295.00

3 2.3 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to all lifts and lead including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant clauses of section-200. Hectare. 2 1000.00 9.00 18000.00

B In area of thorny jungle Hectare. 1.80 54484.00 98,072.00

4 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 lifts and lead upto 1000 meters as per relevant clauses of section 300. cum 2 1000.00 9.00 1.00 18000.00 89.00 1,602,000.00

5 3.12 Construction of embankment with Material Obtained from Borrow Pits/Borrow Area Construction of embankment with approved material/selected soil having C.B.R. > 5 (unless specified otherwise in the contract) obtained from borrow pits/borrow area with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. cum 2 1000.00 9.00 0.50 9000.00 209.00 1,881,000.00

6 3.14 Construction of embankment/sub-grade with approved materials having required C.B.R. for embankment/sub-grade (unless specified otherwise in the contract) deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

7 3.13 Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area (Construction of sub-grade with approved material/selected soil having C.B.R.>8 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) cum 1 1000.00 9.00 0.50 4500.00 234.00 1,053,000.00

8 4.1 Construction of granular sub-base by providing graded Material, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 A)Plant mix method (with Mechanically crushed stone only) a)For Sub-base cum drainage layer or upper sub base with ii)Grading-III Material cum 1 1000.00 9.00 0.20 1800.00 1363.00 2,453,400.00

9 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 1 1000.00 9.00 0.20 1800.00 1374.00 2,473,200

2026 Road SOR 3.11 Scarifying Existing bituminous surface to a depth of 50 mm Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all leads & lifts.

Dismantling of flexible pavements and disposal of dismantled materials including all leads, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. Bituminous courses Cum 1.00 1000.00 9.00 0.09 810.00 734.00 594,540

Dismantling of flexible pavements and disposal of dismantled materials including all leads, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. Granual courses Cum 1.00 1000.00 9.00 0.40 3600.00 513.00 1,846,800

10 5.1 Prime coat (Providing and applying primer coat with oil based 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 1 1000.00 9.00 9000.00 0

Sub-total sqm 9000.00 56.00 504,000

11 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. sqm 1 1000.00 9.00 9000.00

ii Granular surfaces treated with primes @ 0.30 kg /Sqm sqm 9000.00 15.00 135,000

12 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. sqm 1 1000.00 9.00 9000.00

i on Bituminous surfaces @ 0.25 kg per sqm sqm 9000.00 13.00 117,000

12 5.4 Dense 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.) ) A) With sensor paver finisher for Grading-II(26.5 mm nominal size bitumen content 4.50%) cum 1 1000.00 9.00 0.05 450.00

13 5.7 Bituminous Concrete (Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) A) With sensor paver finisher for Grading II (13.2 mm nominal size) with bitumen 6.0 % cum 1 5000.00 9.00 0.04 1800.00

14 8.13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes.) Sqm 6 5000.00 0.10 3000.00 0

For Junction vertical strips Sqm 64 10.00 0.50 320.00 0

For arrow and turning signs Sqm 100.00

For Junction horizontal strips Sqm 64 11.00 0.15 105.60

15 8.4 Retro- reflectrorized Traffic signs (Providing and fixing of retroreflectrorized cautionary, mandatory and informatory sign as per IRC:67-2012 made of retro-reflective type sheeting vide clause 801.3, fixed over aluminum sheeting of required thickness supported on a mild steel back frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45cm x 60cm, 60 cm below ground level as per approved drawing and painting all components of the signs and supports as per clause 7.2 of IRC:67-2012) With Aluminium sheeting Made of Class-A High Intensity Super Engineering Grade Sheeting of Type II (for ODR & Village Roads) "With Aluminium sheeting of 2 mm & 1.5 thickness"

a (i) 900 mm equilateral triangle (2.0 mm thick) Each 3 3.00 3535.00 10,605.00

b(i) 600 mm equilateral triangle (1.5mm thick) Each 3 3.00 2312.00 6,936.00

a (ii) 800 mm x 600 mm rectangular (2.0 mm thick) Each 3 3.00 4159.00 12,477.00

b(ii) 600 mm circular (1.5mm thick) Each 3 3.00 2938.00 8,814.00

17 2026 Building 1.1.1 Excavation for all types and sizes of foundations, trenches and drains or ror any other purpose including disposal of excavation and leveling of pits in all types of soil.

TOTAL QUANTITY Cum 937.50 185.00 173,437.50

18 2026 Building 3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

For maintenance work 5000.00 0.50 0.50 0.10 125.00

TOTAL QUANTITY Cum 143.75 2525.00 362,968.75

5 2026 Building 3.3.1 Providing and laying design mix reinforced cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works upto plinth level excluding cost of form work. M-20 Grade

For maintenance work 3000.00 0.45 0.45 0.75 455.63

TOTAL QUANTITY Cum 455.63 3596.00 1,638,427.50

4 2026 Building 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.

6 2026 Building 3.3.2 Providing and laying design mix reinforced cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works upto plinth level excluding cost of form work. M-25 Grade

TOTAL QUANTITY Cum 90.00 3653.00 328,770.00

7 2026 Building 2.1.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.

For maintenance work 200.00 1.80 0.15 54.00

TOTAL QUANTITY Sqm. 129.00 118.00 15,222.00

8 2026 Building 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.

For maintenance work 1000.00 1.80 1.80 1.00 3240.00

TOTAL QUANTITY Cum 11365.00 55.00 625,075.00

9 2026 Building 3.12.3 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto all level. Thermo-Mechanically Treated bars of grade Fe-500D or more Kg

TOTAL RCC QYT @110kg/cum 1 545.63 100.00 54562.50

TOTAL QUANTITY Kg 54562.50 47.00 2,564,437.50

10 2026 Building 9.57.2 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 304

For maintenance work 1000.00

TOTAL QUANTITY KG 1000.00 446.00 446,000.00

11 2026 Bldg SoR 9.3.1 Steel work in tubular (round, square or rectangular hollow tubes etc.) structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level, consisting of columns trusses, roof and bottom purlins, base plate, holding down bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zinc chromate primer. 9.3.1 Electric resistance or induction butt welded tubes Grade-250

For maintenance work 8500.00

TOTAL QUANTITY KG 8500.00 75.00 637,500.00

12 2026 Bldg SoR 9.5 Extra for hoisting trusses and placing in position over height above 5m for every 2.5 m height or part thereof. At the rate of 120% of item no. 11 10200.00

TOTAL QUANTITY KG 10200.00 2.00 20,400.00

13 2026 Road SOR 8.18 Painting on Steel Surfaces (Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade)

For maintenance work

14 2026 Building SOR 10.14 Providing and fixing 2mm thick semi transparent polycarbonate profile roofing sheet of approved make and colour to make any normal roofing / covering and fixing as per manufacture specification at spacing not more than 1.2 m centre to centre with EPDM gasket and silicon sealant fixed with self drilling stainless steel screws all complete as per direction of Engineer-in-Charge.

For maintenance work 10.00 3.30 5.00 165.00

15 2026 Road SOR 8.47 The Median Marker shall be made of tough, high impact resistant, injection-molded, thermoplastic body with an isosceles trapezoidal structure of length, width and height not less than 15cm, 10cm and 10cm respectively and thickness not less than 1.8mm. The logo of the manufacturer shall be embossed on either side of the body. The Median Marker shall have fluorescent yellow color retro-reflective sheeting, with fully reflective micro prismatic cube corners as its retro-reflective elements and meets IRC 67-2010 type XI specifications, of size not less than 3.5”x 3.5” on both sides of the body. The edges of this retro-reflective sheeting shall be protected in such a way that they are not exposed. Median Marker shall be fixed by a combination of epoxy adhesive and grouting.

For maintenance work Each 3000.00 3000.00

16 2026 Road SOR 8.20 Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control )

17 Supply and installation of ABS Speed Breaker filled with 1.2 Cement Mortar of approved make & size (370mm x 250mm) grouting bolt with adhesive etc. complete as per direction of Engineer-in-Charge. rmt

18 Maharastra SSR 6.12b Providing and applying Cold plastic paint two component rolled on surfacing material solvent free,high build two pack seamless, tough, skid resistant, material with has property of attaining 2.00mm thickness in single coat application white(or as required colour) based on glass and colour retaining acralic cross linking resin system for coloured road surfacing including surface cleaning and cost of all material etc. complete. (All inclusive on bitumen or concrete surface) work shall carried out as per IRC 35-2015 clause 2.2)

24 2026 Building SOR 7.5.1 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in: Cement Mortar 1:3 (1 cement : 3 coarse sand)

25 2026 Building SOR 11.3.2 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix: In Cement Mortar 1:4 (1 cement : 4 fine sand)

26 2026 Building SOR 9.43 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.

27 2026 Building SOR 9.6.2 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

28 2026 Building SOR 9.3 Steel work in tubular (round, square or rectangular hollow tubes etc.) structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level, consisting of columns trusses, roof and bottom purlins, base plate, holding down bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zinc chromate primer.

29 2026 Road SOR 6.4 Providing and laying Un-reinforced Cement Concrete without Dowel bars including formwork and expansion, contraction & longitudinal joints as per design and as per IRC-62, over a prepared base a per approved mix design and finising to lines and grade as per Drawing for Pavement thickness less than 200mm in Low Volume Roads. With Cement concrete grade M-30 and minimum cement content @ 375 kg/cum

30 2026 Building SOR 16.3.3 Demolishing brick masonry including arches, stacking of serviceable material disposal of unserviceable material within 50 metres lead In cement mortar.

31 2026 Building SOR 16.5.2 Demolishing stone rubble masonry including arches, stacking of serviceable material and disposal of unserviceable material within 50 Metres lead. In cement mortar

32 2026 Building SOR 16.8 Dismantling flag stone flooring laid in cement/lime mortar including stacking of serviceable material and disposal of unserviceable material within 50 metre lead

33 2026 Building SOR 16.9 Dismantling of old tarfelts of water proofing treatment of any course from the top of roof of any floor including disposal and removal of material with 50 metre lead.

34 2026 Building SOR 16.42 Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material within 50 metre lead.

35 2026 Building SOR 16.43 Demolishing cement concrete including disposal of material within 50 metre lead. 1:3:6 or richer mix

36 2026 Building SOR 17.1 Repairs to plaster in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls with cement mortar 1:4 (1 cement : 4 fine sand) complete including disposal of rubbish to the dumping ground within 50metres lead :

17.1.2 Thickness more than 15mm and upto 20mm Sqm. 4.00 20 3.5 280.00 126.00 35,280.00

37 2026 Building SOR 17.2 Providing and replacing broken floor tile with ceramic glazed floor tiles conforming to IS : 15622 of approved size, make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including removing the broken tile and mortar, pointing the joints with white cement mixed with matching pigment etc., complete.

38 2026 Building SOR 17.6.1 Providing and replacing broken floor tile with vitrified floor tiles with double charge/ multi charge printing with water absorption less than 0.5% and conforming to IS : 15622 of approved make in all colours and shades and size mentioned below (+/- 10mm), laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including removing the broken tile and mortar, grouting the joints with white cement and matching pigments etc. complete: Size 600x600mm

39 2026 Building SOR 17.12.2 Renewing glass panes, with putty and nails wherever necessary: Float glass panes of thickness 5.5 mm

40 2026 Building SOR 17.23 Renewing aluminium door/ window by replacing demaged member by anodised/ powder coated aluminium sections of same diamentions complete including depositng dismentalled section at departmental store.

41 2026 CG Road SOR 2.5 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with including all leads and lifts and as per relevant clauses of section-200 in.

I (B) Cement Concrete Grade M-15 & M-20 Cum. 4.00 20 0.2 7 112.00 479.00 53,648.00

42 2026 Building SOR 12.45.2 15 mm thick Table rubbed polished Granite stone slab flooring laid over 20mm (Average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing etc. complete. (Area of slab should be 0.50 sqm and above) Granite stone black Sqm

43 2026 Building SOR 12.49 25 mm thick KOTA stone slab flooring over 20mm (Average) thick base of cement mortar 1:4 laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including grinding rubbing and polishing etc. complete (Area of slab to be over 0.20 sqm and upto 0.50 sqm)

44 2026 Building SOR 12.76.1 Providing and laying glazed viitrfied floor (GVT/PGVT) with digital print of random design with water absorption less than 0.05% and conforming to IS:15622-2017 of 1st quality of approved make in all colours, shades and size mentioned below (+/- 10mm), laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand) including grouting the joints with white cement and matching pigments etc complete. Size 600x600mm thickness 9 to 10mm

45 2026 Road SOR 4.14.A ii Providing & laying precast interlocking concrete blocks of required compressive strength with approved size, shape/ pattern over coarse sand bed of thickness 30 +/- 5 mm and joints filled with fine sand including leveling with surface vibrator, temping and sweeping etc. complete as per IRC-SP-63. 60mm thick Polymer coated coloured precast interlock concrete blocks

46 2026 Road SOR 4.14.B ii Providing & laying precast interlocking concrete blocks of required compressive strength with approved size, shape/ pattern over coarse sand bed of thickness 30 +/- 5 mm and joints filled with fine sand including leveling with surface vibrator, temping and sweeping etc. complete as per IRC-SP-63. 80mm thick Polymer coated coloured precast interlock concrete blocks. Sqm

47 2026 Road SOR 12.5 Manufacturing, supply & fixing of precast kerb stone of size 400mmx259mmx200mm thick made of M-20 concrete rectangular in shape with one corner chamfered by 100 mm x 100 mm as approved design i/c cost of all material, labour and curing etc. complete.

Kerb stone Each 1500 1500

48 2026 Road SOR 8.17(A) Two coats on new surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)

49 MR 14.56 Providing and applying 2mm thick white cement based polymeric grade Putty with minimum 3 coats applied @ 5.4 kg/ 10Sqm as per relevant IS code 17545:2021 (Product such as Birla wall care, Asian trucare, JK wall putty, Berger Bison wall putty) to make the surface smooth and even with all tools tackles and labour etc. complete for the work

50 2026 Road SOR 14.81 Renewal including scraping with white washing/ Colour washing with lime to give an even shade in two coats on existing lime surface consumption of lime 2.50kg /10 Sqm as per relevant I.S. code 6278:1971 with all tools tackles and labour etc. complete for the work.

51 2026 Building SOR 14.59 Providing and applying Polymaric cement primer on all surface applied @ 0.80 litrs/10 sqm as per relevant I.S. code 15489:1974 (product such as Birla white primacoat/activcoat, Asian Trucare , Dulux interior cement primer, Opus Calista / I10 ) with all tool tackles and labour etc. complete for the work .

52 2026 Building SOR 14.62 Providing and applying Acrylic washable Distemper or lite economy Plastic emulsion paint having VOC content less than 50gms/ lit Minimum two coats up to final finish applied @ 1.25 Kg/ 10Sqm as per relevant I.S. Code 428:2000 (product such as Tractor Uno, Dulux Duval, Berger Bison, Opus Style/lite economy emulsion product such as Asian Tactor Spark , Dulux Pomise sheen, Neroloc Litil Master, Berger Bison Lite, Nippon Superio.) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour complete for the work.

53 2026 Building SOR 14.64 Providing and applying Premium plastic emulsion paint with roller application minimum three coats applied @ 0.75 lit / 10Sqm up to final finish as per relevant I.S. Code 15489:2013 Type -1 Class D & C ( Glossy and Semi Glossy Finish) of required shade (Product such as Asian Apcolite Premium , Dulux Super Cover, Berger Easy Clean , Nippon Breezee Metex Gold, Opus I-50 / Calista) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour etc. complete for the work.(with 3 year Warranty)

54 2026 Building SOR 14.68 Providing and applying on exterior surface with PREMIUM Exterior emulsion paint of required shade to give protective and water proof finish minimum 3 coats applied @ 1.40 lit / 10Sqm up to final finish as per relevant I.S. Code 15489:2013 Type -2 Class D , C (Glossy /Semi Glossy finish ) (Product such as Asian Apex , Dulux Weather Shield Prima E900 , Berger Weathercoat Antidust , Nerolac Everlas Excel , Nippon Sumo Etra, Opus True flex) inclusive of providing abro tape on edges and articleand cleaning of door, windows, floor and surface as required with all tools tackles and labour etc. complete for the work.(With 3Year Warranty.)

55 2026 Road SOR 1.4 Hire charges for machineries : (only working hours to be paid and idle hours not to be paid) including fuel and manpower.

a i) Tractor with trolley Hrs. 1000 1000.00 264.00 264,000.00

b V) Crane for lifting -a) 40 T capacity Hrs. 300 300.00 673.00 201,900.00 673

c Vi) Hydraulic excavator of 1.0 Cum bucket (JCB) Hrs. 1000 3000.00 893.00 2,679,000.00

56 MR Supplying and Providing of labour for various construction and miscellaneous works as directed by the engineer-in -charge.

a i Unskilled Day 365 365.00 510.00 186,150.00

b ii Semi-skilled Day 365 365.00 539.00 196,735.00

c iii Skilled Day 365 365.00 575.00 209,875.00

57 2026 Building SOR 8.22.6 12mm thick pre-laminated particle board flat pressed with decorative lamination on both sides exterior Grade - I MDF Board 12 mm thick confirming to IS:14587.

58 2026 Building SOR 8.12.1 Providing and fixing flush door shutters, conforming to IS : 2202 (PartI), 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.

59 2026 Building SOR 6.1 Random rubble masonry with hard stone in foundation and plinth in Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand: 12 stone aggregate 20mm nominal size) upto plinth level.

60 2026 Building SOR 4.3 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of WC, kitchen and the like consisting of: i) 1st course of applying cement slurry @ 4.4 Kg/sqm mixed with water proofing compound conforming to IS 2645 including rounding off junction of vertical and horizontal surface. ii) 2nd course of 20mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound including rounding off junction of vertical and horizontal surface. iii) 3rd course of applying blown or residual bitumen applied hot @ 1.7 Kg. per sqm of area. iv) 4th course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg. per sqm of area.

61 2026 Road SOR 8.37 Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-25 grade concrete with HYSD reinforcement conforming to IRC:21-2000 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH33022/1/94-DO III dated 24 June, 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specifie

62 2026 Road SOR 8.38 (A) Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3.

63 Electrical SOR-2020 6.22.1 Supplying, installation, testing and commissioning of 9 w 230/250 volts white colour LED BOLLARD fitting with electronic driver, heat sink, capacitor and all other accessories on existing foundation/pole bracket complete as required and furnishing 2 Yrs Guarantee certificate from manufacturer. The above Bollarad shall be as given below Housing: aluminum Diffuser tube: polycarbonate Gasket: silicone rubber, heat-resistant Philips LED Bollard II BCP150/151or approved equivaient each

Building SOR 9.39 Providing and fixing in position G.I. barbed wire (93.8gram/m) to concrete/ wooden/ angle iron posts (straight or diagonal) including securing and screwing with G.I. tying wire, G.I. stapples, G.I.U-nails or steel pins etc., complete(Cost of posts, struts to be paid for separately)

Total amount of Civil work (A) 68,622,941.88

Providing, Supply, Repairing and maintenance of Infrastructure work, Buildings and other road amenities at various locations of Nava Raipur Atal Nagar, raipur (C.G.)

Sl. No. SOR Particulars Unit No. L W H Qty. Rate Amount Remark

1 10.11 Detailed survey of existing road including chaining, leveling, with cross section at 25.0 m intervals and closing survey each day's work, fixing bench marks, painting, taking trial pits and submission of road cross sections, L-sections, quantity statements and details of all cross drainage works in computerized prints in five copies in proper files and all type of compliance required by the Engineer-in-charge. Km. 2 1.000 1.000 12037.00 12,037.00

2 2.1 Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit and as per relevant clauses of section-200 for :-

i) Girth from 300 mm to 600 mm Each 1 1.00 197 197.00

ii) Girth beyond 600 mm to 900 mm Each 1 1.00 353 353.00

iii) Girth beyond 900 mm to 1800 mm Each 1 1.00 684 684.00

iv) Girth above 1800 mm Each 1 1.00 1295 1,295.00

3 2.3 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to all lifts and lead including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant clauses of section-200. Hectare. 2 750.00 7.00 10500.00

B In area of thorny jungle Hectare. 1.05 54484.00 57,209.00

4 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 lifts and lead upto 1000 meters as per relevant clauses of section 300. cum 2 750.00 7.00 1.00 10500.00 89.00 934,500.00

5 3.12 Construction of embankment with Material Obtained from Borrow Pits/Borrow Area Construction of embankment with approved material/selected soil having C.B.R. > 5 (unless specified otherwise in the contract) obtained from borrow pits/borrow area with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. cum 2 750.00 7.00 0.50 5250.00 209.00 1,097,250.00

6 3.14 Construction of embankment/sub-grade with approved materials having required C.B.R. for embankment/sub-grade (unless specified otherwise in the contract) deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

8 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 1 750.00 7.00 0.50 2625.00 234.00 614,250.00

9 4.1 Construction of granular sub-base by providing graded Material, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 A)Plant mix method (with Mechanically crushed stone only) a)For Sub-base cum drainage layer or upper sub base with ii)Grading-III Material cum 1 750.00 7.00 0.20 1050.00 1363.00 1,431,150.00

10 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 1 750.00 7.00 0.20 1050.00 1374.00 1,442,700.00

11 2026 Road SOR 3.11 Scarifying Existing bituminous surface to a depth of 50 mm Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all leads & lifts.

12 Dismantling of flexible pavements and disposal of dismantled materials including all leads, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. Bituminous courses Cum 1.00 750.00 9.00 0.09 607.50 734.00 445,905.00

13 Dismantling of flexible pavements and disposal of dismantled materials including all leads, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. Granual courses Cum 1.00 750.00 9.00 0.40 2700.00 513.00 1,385,100.00

14 5.1 Prime coat (Providing and applying primer coat with oil based 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 1 750.00 7.00 5250.00 0.00

15 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. sqm 1 750.00 7.00 5250.00

ii Granular surfaces treated with primes @ 0.30 kg /Sqm sqm 5250.00 15.00 78,750.00

16 5.2 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. sqm 1 750.00 7.00 5250.00

i on Bituminous surfaces @ 0.25 kg per sqm sqm 5250.00 13.00 68,250.00

17 5.4 Dense 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.) ) A) With sensor paver finisher for Grading-II(26.5 mm nominal size bitumen content 4.50%) cum 1 750.00 7.00 0.05 262.50

18 5.7 Bituminous Concrete (Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) A) With sensor paver finisher for Grading II (13.2 mm nominal size) with bitumen 6.0 % cum 1 750.00 7.00 0.04 210.00

19 8.13 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes.) Sqm 6 1000.00 0.10 600.00 0.00

For Junction vertical strips Sqm 64 10.00 0.50 320.00 0.00

For arrow and turning signs Sqm 100.00

For Junction horizontal strips Sqm 64 11.00 0.15 105.60

20 8.4 Retro- reflectrorized Traffic signs (Providing and fixing of retroreflectrorized cautionary, mandatory and informatory sign as per IRC:67-2012 made of retro-reflective type sheeting vide clause 801.3, fixed over aluminum sheeting of required thickness supported on a mild steel back frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45cm x 60cm, 60 cm below ground level as per approved drawing and painting all components of the signs and supports as per clause 7.2 of IRC:67-2012) With Aluminium sheeting Made of Class-A High Intensity Super Engineering Grade Sheeting of Type II (for ODR & Village Roads) "With Aluminium sheeting of 2 mm & 1.5 thickness"

a (i) 900 mm equilateral triangle (2.0 mm thick) Each 3 3.00 3535.00 10,605.00

b(i) 600 mm equilateral triangle (1.5mm thick) Each 3 3.00 2312.00 6,936.00

a (ii) 800 mm x 600 mm rectangular (2.0 mm thick) Each 3 3.00 4159.00 12,477.00

b(ii) 600 mm circular (1.5mm thick) Each 3 3.00 2938.00 8,814.00

21 2026 Building 1.1.1 Excavation for all types and sizes of foundations, trenches and drains or ror any other purpose including disposal of excavation and leveling of pits in all types of soil.

TOTAL QUANTITY Cum 937.50 185.00 173,437.50

22 2026 Building 3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).

For maintenance work 5000.00 0.50 0.50 0.10 125.00

TOTAL QUANTITY Cum 143.75 2525.00 362,968.75

23 2026 Building 3.3.1 Providing and laying design mix reinforced cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works upto plinth level excluding cost of form work. M-20 Grade

For maintenance work 2000.00 0.45 0.45 0.75 303.75

TOTAL QUANTITY Cum 303.75 3596.00 1,092,285.00

24 2026 Building 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.

25 2026 Building 3.3.2 Providing and laying design mix reinforced cement concrete with crushed graded stone aggregate 20mm nominal size using batching plant, transit mixer and concrete pump, in all works upto plinth level excluding cost of form work. M-25 Grade

TOTAL QUANTITY Cum 90.00 3653.00 328,770.00

26 2026 Building 2.1.1 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for: Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level.

For maintenance work 200.00 1.80 0.15 54.00

TOTAL QUANTITY Sqm. 129.00 118.00 15,222.00

27 2026 Building 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.

For maintenance work 1000.00 1.80 1.80 1.00 3240.00

TOTAL QUANTITY Cum 11365.00 55.00 625,075.00

28 2026 Building 3.12.3 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto all level. Thermo-Mechanically Treated bars of grade Fe-500D or more Kg

TOTAL RCC QYT @110kg/cum 1 393.75 100.00 39375.00

TOTAL QUANTITY Kg 39375.00 47.00 1,850,625.00

29 2026 Building 9.57.2 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 304

For maintenance work 1000.00

TOTAL QUANTITY KG 1000.00 446.00 446,000.00

30 2026 Bldg SoR 9.3.1 Steel work in tubular (round, square or rectangular hollow tubes etc.) structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level, consisting of columns trusses, roof and bottom purlins, base plate, holding down bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zinc chromate primer. 9.3.1 Electric resistance or induction butt welded tubes Grade-250

For maintenance work 8500.00

TOTAL QUANTITY KG 8500.00 75.00 637,500.00

31 2026 Bldg SoR 9.5 Extra for hoisting trusses and placing in position over height above 5m for every 2.5 m height or part thereof. At the rate of 120% of item no. 11 10200.00

TOTAL QUANTITY KG 10200.00 2.00 20,400.00

32 2026 Road SOR 8.18 Painting on Steel Surfaces (Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade)

For maintenance work

33 2026 Building SOR 10.14 Providing and fixing 2mm thick semi transparent polycarbonate profile roofing sheet of approved make and colour to make any normal roofing / covering and fixing as per manufacture specification at spacing not more than 1.2 m centre to centre with EPDM gasket and silicon sealant fixed with self drilling stainless steel screws all complete as per direction of Engineer-in-Charge.

For maintenance work 10.00 3.30 5.00 165.00

34 2026 Road SOR 8.47 The Median Marker shall be made of tough, high impact resistant, injection-molded, thermoplastic body with an isosceles trapezoidal structure of length, width and height not less than 15cm, 10cm and 10cm respectively and thickness not less than 1.8mm. The logo of the manufacturer shall be embossed on either side of the body. The Median Marker shall have fluorescent yellow color retro-reflective sheeting, with fully reflective micro prismatic cube corners as its retro-reflective elements and meets IRC 67-2010 type XI specifications, of size not less than 3.5”x 3.5” on both sides of the body. The edges of this retro-reflective sheeting shall be protected in such a way that they are not exposed. Median Marker shall be fixed by a combination of epoxy adhesive and grouting.

For maintenance work Each 3000.00 3000.00

35 2026 Road SOR 8.20 Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control )

36 Supply and installation of ABS Speed Breaker filled with 1.2 Cement Mortar of approved make & size (370mm x 250mm) grouting bolt with adhesive etc. complete as per direction of Engineer-in-Charge. rmt

37 Maharastra SSR 6.12b Providing and applying Cold plastic paint two component rolled on surfacing material solvent free,high build two pack seamless, tough, skid resistant, material with has property of attaining 2.00mm thickness in single coat application white(or as required colour) based on glass and colour retaining acralic cross linking resin system for coloured road surfacing including surface cleaning and cost of all material etc. complete. (All inclusive on bitumen or concrete surface) work shall carried out as per IRC 35-2015 clause 2.2)

38 2026 Building SOR 7.5.1 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in: Cement Mortar 1:3 (1 cement : 3 coarse sand)

39 2026 Building SOR 11.3.2 Providing and making 15mm thick cement plaster on the rough side of single or half brick wall of mix: In Cement Mortar 1:4 (1 cement : 4 fine sand)

40 2026 Building SOR 9.43 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.

41 2026 Building SOR 9.6.2 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of red oxide zinc chromate primer. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

42 2026 Building SOR 9.3 Steel work in tubular (round, square or rectangular hollow tubes etc.) structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level, consisting of columns trusses, roof and bottom purlins, base plate, holding down bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zinc chromate primer.

43 2026 Road SOR 6.4 Providing and laying Un-reinforced Cement Concrete without Dowel bars including formwork and expansion, contraction & longitudinal joints as per design and as per IRC-62, over a prepared base a per approved mix design and finising to lines and grade as per Drawing for Pavement thickness less than 200mm in Low Volume Roads. With Cement concrete grade M-30 and minimum cement content @ 375 kg/cum

44 2026 Building SOR 16.3.3 Demolishing brick masonry including arches, stacking of serviceable material disposal of unserviceable material within 50 metres lead In cement mortar.

45 2026 Building SOR 16.5.2 Demolishing stone rubble masonry including arches, stacking of serviceable material and disposal of unserviceable material within 50 Metres lead. In cement mortar

46 2026 Building SOR 16.8 Dismantling flag stone flooring laid in cement/lime mortar including stacking of serviceable material and disposal of unserviceable material within 50 metre lead

47 2026 Building SOR 16.9 Dismantling of old tarfelts of water proofing treatment of any course from the top of roof of any floor including disposal and removal of material with 50 metre lead.

48 2026 Building SOR 16.42 Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material within 50 metre lead.

49 2026 Building SOR 16.43 Demolishing cement concrete including disposal of material within 50 metre lead. 1:3:6 or richer mix

50 2026 Building SOR 17.1 Repairs to plaster in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls with cement mortar 1:4 (1 cement : 4 fine sand) complete including disposal of rubbish to the dumping ground within 50metres lead :

17.1.2 Thickness more than 15mm and upto 20mm Sqm. 4.00 20 3.5 280.00 126.00 35,280.00

51 2026 Building SOR 17.2 Providing and replacing broken floor tile with ceramic glazed floor tiles conforming to IS : 15622 of approved size, make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including removing the broken tile and mortar, pointing the joints with white cement mixed with matching pigment etc., complete.

52 2026 Building SOR 17.6.1 Providing and replacing broken floor tile with vitrified floor tiles with double charge/ multi charge printing with water absorption less than 0.5% and conforming to IS : 15622 of approved make in all colours and shades and size mentioned below (+/- 10mm), laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including removing the broken tile and mortar, grouting the joints with white cement and matching pigments etc. complete: Size 600x600mm

53 2026 Building SOR 17.12.2 Renewing glass panes, with putty and nails wherever necessary: Float glass panes of thickness 5.5 mm

54 2026 Building SOR 17.23 Renewing aluminium door/ window by replacing demaged member by anodised/ powder coated aluminium sections of same diamentions complete including depositng dismentalled section at departmental store.

55 2026 CG Road SOR 2.5 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with including all leads and lifts and as per relevant clauses of section-200 in.

I (B) Cement Concrete Grade M-15 & M-20 Cum. 4.00 20 0.2 7 112.00 479.00 53,648.00

56 2026 Building SOR 12.45.2 15 mm thick Table rubbed polished Granite stone slab flooring laid over 20mm (Average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing etc. complete. (Area of slab should be 0.50 sqm and above) Granite stone black Sqm

57 2026 Building SOR 12.49 25 mm thick KOTA stone slab flooring over 20mm (Average) thick base of cement mortar 1:4 laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including grinding rubbing and polishing etc. complete (Area of slab to be over 0.20 sqm and upto 0.50 sqm)

58 2026 Building SOR 12.76.1 Providing and laying glazed viitrfied floor (GVT/PGVT) with digital print of random design with water absorption less than 0.05% and conforming to IS:15622-2017 of 1st quality of approved make in all colours, shades and size mentioned below (+/- 10mm), laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand) including grouting the joints with white cement and matching pigments etc complete. Size 600x600mm thickness 9 to 10mm

59 2026 Road SOR 4.14.A ii Providing & laying precast interlocking concrete blocks of required compressive strength with approved size, shape/ pattern over coarse sand bed of thickness 30 +/- 5 mm and joints filled with fine sand including leveling with surface vibrator, temping and sweeping etc. complete as per IRC-SP-63. 60mm thick Polymer coated coloured precast interlock concrete blocks

60 2026 Road SOR 4.14.B ii Providing & laying precast interlocking concrete blocks of required compressive strength with approved size, shape/ pattern over coarse sand bed of thickness 30 +/- 5 mm and joints filled with fine sand including leveling with surface vibrator, temping and sweeping etc. complete as per IRC-SP-63. 80mm thick Polymer coated coloured precast interlock concrete blocks. Sqm

61 2026 Road SOR 12.5 Manufacturing, supply & fixing of precast kerb stone of size 400mmx259mmx200mm thick made of M-20 concrete rectangular in shape with one corner chamfered by 100 mm x 100 mm as approved design i/c cost of all material, labour and curing etc. complete.

Kerb stone Each 1500 1500

62 2026 Road SOR 8.17(A) Two coats on new surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)

63 MR 14.56 Providing and applying 2mm thick white cement based polymeric grade Putty with minimum 3 coats applied @ 5.4 kg/ 10Sqm as per relevant IS code 17545:2021 (Product such as Birla wall care, Asian trucare, JK wall putty, Berger Bison wall putty) to make the surface smooth and even with all tools tackles and labour etc. complete for the work

64 2026 Road SOR 14.81 Renewal including scraping with white washing/ Colour washing with lime to give an even shade in two coats on existing lime surface consumption of lime 2.50kg /10 Sqm as per relevant I.S. code 6278:1971 with all tools tackles and labour etc. complete for the work.

65 2026 Building SOR 14.59 Providing and applying Polymaric cement primer on all surface applied @ 0.80 litrs/10 sqm as per relevant I.S. code 15489:1974 (product such as Birla white primacoat/activcoat, Asian Trucare , Dulux interior cement primer, Opus Calista / I10 ) with all tool tackles and labour etc. complete for the work .

66 2026 Building SOR 14.62 Providing and applying Acrylic washable Distemper or lite economy Plastic emulsion paint having VOC content less than 50gms/ lit Minimum two coats up to final finish applied @ 1.25 Kg/ 10Sqm as per relevant I.S. Code 428:2000 (product such as Tractor Uno, Dulux Duval, Berger Bison, Opus Style/lite economy emulsion product such as Asian Tactor Spark , Dulux Pomise sheen, Neroloc Litil Master, Berger Bison Lite, Nippon Superio.) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour complete for the work.

67 2026 Building SOR 14.64 Providing and applying Premium plastic emulsion paint with roller application minimum three coats applied @ 0.75 lit / 10Sqm up to final finish as per relevant I.S. Code 15489:2013 Type -1 Class D & C ( Glossy and Semi Glossy Finish) of required shade (Product such as Asian Apcolite Premium , Dulux Super Cover, Berger Easy Clean , Nippon Breezee Metex Gold, Opus I-50 / Calista) inclusive of providing abro tape on edges and article and cleaning of door, windows, floor and surface as required with all tools tackles and labour etc. complete for the work.(with 3 year Warranty)

68 2026 Building SOR 14.68 Providing and applying on exterior surface with PREMIUM Exterior emulsion paint of required shade to give protective and water proof finish minimum 3 coats applied @ 1.40 lit / 10Sqm up to final finish as per relevant I.S. Code 15489:2013 Type -2 Class D , C (Glossy /Semi Glossy finish ) (Product such as Asian Apex , Dulux Weather Shield Prima E900 , Berger Weathercoat Antidust , Nerolac Everlas Excel , Nippon Sumo Etra, Opus True flex) inclusive of providing abro tape on edges and articleand cleaning of door, windows, floor and surface as required with all tools tackles and labour etc. complete for the work.(With 3Year Warranty.)

69 2026 Road SOR 1.4 Hire charges for machineries : (only working hours to be paid and idle hours not to be paid) including fuel and manpower.

a i) Tractor with trolley Hrs. 1000 1000.00 264.00 264,000.00

b V) Crane for lifting -a) 40 T capacity Hrs. 300 300.00 673.00 201,900.00 673

c Vi) Hydraulic excavator of 1.0 Cum bucket (JCB) Hrs. 1000 1000.00 893.00 893,000.00

70 MR Supplying and Providing of labour for various construction and miscellaneous works as directed by the engineer-in -charge.

a i Unskilled Day 365 365.00 510.00 186,150.00

b ii Semi-skilled Day 365 365.00 539.00 196,735.00

c iii Skilled Day 365 365.00 575.00 209,875.00

71 2026 Building SOR 8.22.6 12mm thick pre-laminated particle board flat pressed with decorative lamination on both sides exterior Grade - I MDF Board 12 mm thick confirming to IS:14587.

72 2026 Building SOR 8.12.1 Providing and fixing flush door shutters, conforming to IS : 2202 (PartI), 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.

73 2026 Building SOR 6.1 Random rubble masonry with hard stone in foundation and plinth in Cement Mortar 1:6 (1 Cement : 6 Coarse Sand) including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand: 12 stone aggregate 20mm nominal size) upto plinth level.

74 2026 Building SOR 4.3 Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of WC, kitchen and the like consisting of: i) 1st course of applying cement slurry @ 4.4 Kg/sqm mixed with water proofing compound conforming to IS 2645 including rounding off junction of vertical and horizontal surface. ii) 2nd course of 20mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound including rounding off junction of vertical and horizontal surface. iii) 3rd course of applying blown or residual bitumen applied hot @ 1.7 Kg. per sqm of area. iv) 4th course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg. per sqm of area.

75 2026 Road SOR 8.37 Reinforced Cement Concrete Crash Barrier Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-25 grade concrete with HYSD reinforcement conforming to IRC:21-2000 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH33022/1/94-DO III dated 24 June, 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specifie

76 2026 Road SOR 8.38 (A) Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3.

77 CPWD-2023 4.9 Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. each

78 Building SOR 9.39 Providing and fixing in position G.I. barbed wire (93.8gram/m) to concrete/ wooden/ angle iron posts (straight or diagonal) including securing and screwing with G.I. tying wire, G.I. stapples, G.I.U-nails or steel pins etc., complete(Cost of posts, struts to be paid for separately)

79 PHE 2013 23.22 Supplying & fixing Manhole Frame and Cover of following sizes circular Composite Resin (FRP/ GRP) Manhole Frame and Cover of approved brand , Conforming to relevant Grand Designation : as per IS: 1726: 1991 etc . Complete.( Inspection shall be as per guidelines of IS Specification) 600 mm dia (2.5T)

Total amount of Civil work (A) 41,975,758.25