NIT 1189 PMGSY Road Renewal Maintenance PKG No CG 09-M-71 District- Kabirdham

PRADHAN MANTRI GRAM SADAK YOJANA, PIU- KAWARDHA (C.G.)

BILL OF QUANTITY FOR RENEWAL WORK, YEAR 2026-27

Total No. of Roads :- 1 Roads

Total Length :- 8.95 Km. District Kawardha

Package No : CG09-M-71 Block S Lohara

S. No. Depart ment S.O.R. Year SOR No. Particulars Unit Rate Sahaspur lohara to Sahaspur Total

Length - 8.80 Km

Qty Amt. Qty Amt.

Initial Rehabiliation (Part-I)

1 PARD PMGSY 2025 11.12 (iii) Cutting of branches of trees shrubs and trimming of grass and weeds. Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914. Sqm 3.00 33000.00 99000 33000.00 99000

2 PARD PMGSY 2025 7.1 (i) Excavation for Structures. Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (I) Ordinary soil. (i) Upto 3 m depth Cum 394.00 711.84 280465 711.84 280465

3 PARD PMGSY 2025 7.6 (A) Providing and laying reinforced cement concrete pipe NP3 for Culverts/ Burried conduits on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. (C) 600 mm dia. Mt. 2928.00 125.00 366000 125.00 366000

4 PARD PMGSY 2025 7.10 (i) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (i) P.C.C grade M 10 (Nominal mix 1:3:6) Cum 4614.00 23.10 106583 23.10 106583

5 PARD PMGSY 2025 7.10 (ii) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (i) P.C.C grade M 15(Nominal mix (1:2.5:5) Cum 4576.00 113.03 517234 113.03 517234

6 PARD PMGSY 2025 7.18 (i) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (Nominal mix (1:2.5:5) Cum 4839.00 582.22 2817383 582.22 2817383

7 PARD PMGSY 2025 7.18 (ii) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m II. P.C.C grade M 20 (Nominal mix (1:2:4) Cum 5384.00 0.00 0 0.00 0

8 PARD PMGSY 2025 7.23 (i) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (I) Granular material Cum 1032.00 251.14 259174 251.14 259174

9 PARD PMGSY 2025 2.10 (B) Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. 0.00 0

(B) Above 600 mm to 900 mm dia M 346.00 0.00 0 0.00 0

10 PARD PMGSY 2025 7.8 (I) Filling in Foundation Trenches as per drawing and technical specification Clause 1108 & 305.3.9 I. Sand filling CuM 1200.00 0.00 0 0.00 0

11 PARD PMGSY 2025 7.22 Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 Nos. 317.00 10.00 3170 10.00 3170

12 PARD PMGSY 2025 7.45 7.45 Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11 RM 349 0.00 0 0.00 0

13 PARD PMGSY 2025 7.27 (i) Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 II. R.C.C M 20 (i) For nominal mix 1:2:4 CuM 6157.00 3.90 24012 3.90 24012

14 PARD PMGSY 2025 7.27 (ii) Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 II. R.C.C M 25 (Design mix) Slab CuM 6498.00 8.10 52634 8.10 52634

15 PARD PMGSY 2025 7.28 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 Tons 73726.00 0.76 56194 0.76 56194

16 PARD PMGSY 2025 7.3 Supplying, fitting, and placing MS bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 Tons 73229.00 0.00 0 0.00 0

17 PARD PMGSY 2025 7.24 Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 CuM 1751.00 0.00 0 0.00 0

18 PARD PMGSY 2025 7.39 Providing and laying of compression seal joint consisting of steel armored nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomeric or closed cell foam joint sealer compressed and formed into the joint gap with special adhesive binder as per drawing, and technical specifications Clause 1207.2.4 RM 6807.00 0.00 0 0.00 0

19 PARD PMGSY 2025 7.41 Filler Joint (II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications RM 399.00 15.00 5985 15.00 5985

20 PARD PMGSY 2025 9.3 Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 Sqm 146.00 0.00 0 0.00 0

21 PARD PMGSY 2025 7.4 Laying Reinforced Cement Concrete Pipe NP3as per technical specification Clause 1402.6 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding in single row including fixing with cement mortar 1:2 but excluding excavation, bedding protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. R.M. 5468 20.00 109360 20.00 109360

22 PARD PMGSY 2025 7.3 (ii) Type B (First Class) Bedding Laying (First Class) bedding with well compacted sand, moorum or approved granular material as per Clause 1105 (ii) CUM 1200 7.29 8746 7.29 8746

23 PARD PMGSY 2025 10.5 (I) Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications as per section 2504 CUM 1619 14.98 24246 14.98 24246

24 PARD PMGSY 2025 10.6 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications including trimming of slopes to proper profile and preparation of bed as per section 2504 CUM 1923 7.47 14365 7.47 14365

25 PARD PMGSY 2025 9.14 (B) Providing and Fixing Informtory and Logo Board of PMGSY Project. (B) Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 Each 18610.00 2 37220 2.00 37220

26 PARD PMGSY 2025 9.15 (A) Providing and fixing 'Citizen Information Board' of PMGSY Project. (A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back Each 14010.00 2 28020 2.00 28020

27 PARD PMGSY 2025 6.5 Construction of Plain Cement Concrete Drain with P.C.C. grade M-15 including all shuttering/form work etc. complete as per drawings/technical specification and direction of engineer in charge Cum 4970.00 166.50 827505 166.50 827505

28 PARD PMGSY 2025 6.6 Construction of RCC open drain 0.60 m x 0.60 m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) levelling course in PCC M-15 including excavation, dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L=800 mm) including cutting, bending and binding wire, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications. RM 2710.00 0.00 0 0.00 0

29 PARD PMGSY 2025 3.8 (i) Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. Mt. 99.00 1060.00 104940 1060.00 104940

30 PARD PMGSY 2025 2.6 (B) Dismantling of Structures 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 all lifts and lead of 1000 m as per Technical Specification Clause 202. (A) Lime Concrete Cum 762.00 0.00 0 0.00 0

31 PARD PMGSY 2025 2.11 Dismantling of Cement Concrete Pavements Dismantling of cement concrete pavements and breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately, as per Technical Specification Clause. 202 Cum 2068.00 0.00 0 0.00 0

32 PARD PMGSY 2025 7.32 Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 RM 2668.00 50.00 133400 50.00 133400

33 PARD PMGSY 2025 7.31 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 Cum 11782.00 153.56 1809273 153.56 1809273

34 PARD PMGSY 2025 3.12 (b) Construction of subgrade and earthen shoulders with approved material (Granular material having CBR not less than 10) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1. Cum 223.00 401.10 89445 401.10 89445

35 PARD PMGSY 2025 4.1 (d) Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) Crushed stone materials (CBR 35 or more), Cum 1772.00 0.00 0 0.00 0

36 PARD PMGSY 2025 4.8 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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. Cum 1887.00 112.50 212288 112.50 212288

37 PARD PMGSY 2025 6.1 (ii) Cement Concrete Pavement Construction of un-reinforced, jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying, primer, sealant, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. Cum 5889.00 236.25 1391276 236.25 1391276

Total (Initial Rehabiliation) 9377920 0.00 9377920

BT Renewal (Part-II) 0.00

38 PARD PMGSY 2025 11.5 Maintenance of WBM Road. Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and raveling as per technical specification Clause 1906. Sqm 224.00 0.00 0 0.00 0

39 PARD PMGSY 2025 5.8 (A) (II) Modified Penetration Macadam Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. , Viscosity grade (VG) Bitumen specification as per IS 73:2006 (A) 50 mm thick Bitumen (VG-30) Sqm 207.00 0.00 0 0.00 0

40 PARD PMGSY 2025 3.1 Scarifying Existing Granular bituminous Surface to a Depth of 100 mm Scarifying existing granular/bituminous surface upto a depth of 100 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. Sqm 13.00 29925.00 389025 29925.00 389025

41 PARD PMGSY 2025 3.2 Compacting Original Ground / Existing Embankment. Loosening, Levelling and Compacting original ground/existing embankment/supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. Cum 25.00 0.00 0 0.00 0

42 PARD PMGSY 2025 3.12(a) Construction of subgrade and earthen shoulders with approved material (Granular Material having CBR more that 7%) with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 Cum 192.00 5417.00 1040064 5417.00 1040064

43 PARD PMGSY 2025 3.12 (b) Construction of subgrade and earthen shoulders with approved material (Granular material having CBR not less than 10) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1. Cum 223.00 7355.96 1640380 7355.96 1640380

44 PARD PMGSY 2025 4.1 (d) Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) Crushed stone materials (CBR 35 or more), Cum 1772.00 0.00 0 0.00 0

45 PARD PMGSY 2025 4.8 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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. Cum 1887.00 5008.76 9451521 5008.76 9451521

46 PARD PMGSY 2025 5.1 Prime coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 Sqm 62.00 30399.20 1884750 30399.20 1884750

47 PARD PMGSY 2025 11.14 (1) (i) Periodical Renewal to existing bituminous surface 1. Open graded Premix carpet 20 mm thick. (i) Tack coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. Sqm 21.00 30399.20 638383 30399.20 638383

48 PARD PMGSY 2025 11.14 1 (II) Periodical Renewal to existing bituminous surface. Pre-mix carpet using bituminous (penetration grade modified bitumen) binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of aggregate 13.2mm size (passing 22.4mm size sieve & retained on 11.2mm sieve and 11.2mm size (passing 13.2mm sieve and retained on 5.6mm sieve) either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. By Mechanical Means (ii) Bitumen (VG-30) Sqm 166.00 0.00 0 0.00 0

49 PARD PMGSY 2025 5.5 Case-II Type B (II) Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510, Viscocity grade (VG) Bitumen specification as per IS 73:2006. (II) Bitumen (VG-30) Cum 60.00 0.00 0 0.00 0

50 PARD PMGSY 2025 5.6 Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. Bitumen (VG-30) Cum 8207.00 1519.96 12474312 1519.96 12474312

51 PARD PMGSY 2025 5.7 B (II) Mix Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509, Viscocity grade (VG) Bitumen specification as per IS 73:2006 Type B (II) Bitumen (VG-30) Sqm 191.00 30399.20 5806247 30399.20 5806247

52 PARD PMGSY 2025 11.2 (i) Maintenance of Earthen shoulder (filling with fresh selected soil). Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected material and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 Sqm 49.00 0.00 0 0.00 0

53 PARD PMGSY 2025 9.16 Providing & Fixing of PMGSY 'Logo' board. Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings Each 6626.00 4 26504 4.00 26504

54 PARD PMGSY 2025 9.2 A Cautionary, mandatory, informatory direction and place identification sign boards. A. Semi-Reflective Traffic signs upto 0.90 sqm Direction and place identification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 Sqm 5285.00 19.80 104643 19.80 104643

55 PARD PMGSY 2025 9.8 Kilometre Stone. Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 0.00 0

(i) 5th Kilometre Stone (precast) Each 3947.00 0 0 0.00 0

(ii) Ordinary Kilometer Stone (Precast) Each 2292.00 10 22920 10.00 22920

(iii) 200 m stone (precast) Each 660.00 36 23760 36.00 23760

56 PARD PMGSY 2025 9.17 Reinforced cement concrete M15 grade Guard Stone of size 200 mm x 200mm x 800 mm fixing in position including painting and printing etc. as per drawing, Technical Specification and as per direction of Engineer in Charge. Each 525.00 150 78750 150.00 78750

57 PARD PMGSY 2025 9.19 (B) Speed Breaker Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as directed by engineer in charge as per relevant clauses of MORD specifications. (B) For 6.00 M Formation Width Each 17153.00 0 0 0.00 0

58 PARD PMGSY 2025 9.19 (A) Speed Breaker Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as directed by engineer in charge as per relevant clauses of MORD specifications. (A) For 7.50 M Formation Width Each 22547.00 2 45094 2.00 45094

59 PARD PMGSY 2025 11.13 White washing of parapet walls of CD work and tree truncks White washing two coats on parpet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 Sqm 26.00 885.60 23026 885.60 23026

60 PARD PMGSY 2025 11.9 Maintenance of Road Signs Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 Km 1394.00 0.00 0 0.00 0

61 PARD PMGSY 2025 11.11 (ii) Maintenance of 200 metre and km stones Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 (ii) Printing letters and figures of any shade with synthtic enamel paint of any approved colour to give an even shade Km 978.00 0.00 0 0.00 0

62 PARD PMGSY 2025 11.7 (1) Maintenance of Culverts (I) Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 Nos. 1448.00 0 0 0.00 0

63 PARD PMGSY 2025 11.7 (II) Maintenance of Culverts Slab type Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908 Nos. 3053.00 0 0 0.00 0

64 PARD PMGSY 2025 9.18 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. The finished surface to be level, uniform and free from streaks and holes.) Sqm 627.00 478.80 300208 478.80 300208

Total (BT Renewal) 33949586 33949586 #REF!

Annual Routine Maintenance After Renewal (Part-III) #REF!

BT CC CC (7.5 m) Maintenance Rate

CC CC BT (T5 to above)

Total Annual Routine Maintenance 1727930 1727930

Total (Part I + Part II + Part III) 45055436 45055436

Say Rs. (In Lakhs) 531.65 531.65

Sub Engineer Assistant Engineer Executive Engineer

PIU CGRRDA, Kawardha PIU CGRRDA, Kawardha PIU CGRRDA, Kawardha

Distt- Kabirdham (C.G.) Distt- Kabirdham (C.G.) Distt- Kabirdham (C.G.)