NIT 1189 PMGSY Road Renewal Maintenance PKG No CG 27-M-32 District- Mungeli

Detail of Maintenance Work's Roadwise Pacakge (PMGSY- MUNGELI YEAR 2026-27)

S.No. Circle Dist. PIU Block Vidhansabha Pkg. No. Name of Road Length of Road ( In Km.) Cost of Maintenance Work's for Five Year's (Amount in Lacs) Add 18% GST Total Amount Remark's

Initial Rehabitation Work's A Annual Routine Maintenance B Renewal Work's C Total A+B+C

1 Bilaspur Mungeli Mungeli Mungeli Mungeli CG27- M-31 Block Boundry To Chhatan Dabo 7.30 3.37 18.39 462.29 484.06 87.13 571.19

2 Bilaspur Mungeli Mungeli Lormi Lormi CG27- M-32 T02 (Lormi panadriya road) Nawagaon thelkha bhalukhondra 14.30 4.72 37.62 587.44 629.78 113.36 743.14 1408.61

3 Bilaspur Mungeli Mungeli Lormi Lormi CG27- M-33 T02 (Lormi panadriya road) sighanpuri ,mohadanda to block boundry 17.11 4.68 45.37 1142.77 1192.82 214.71 1407.52 1498.61

Executive Engineer

CGRRDA, PIU Mungeli

District-Mungeli (C.G.)

Detail of Maintenance Work's Packagewise Abstract

S. No. Circle District PIU Block Vidhansabha Package no. No. of Road Total Length of Package (In Km.) Cost of Maintenance Work's for Five Year's (Amount in Lacs) Add 18 % GST Total Amount

Initial Rehabitation Work's A Annual Routine Maintenance B Renewal Work's C Total A+B+C

1 Bilaspur Mungeli Mungeli Mungeli Mungeli CG27- M-30 1 7.30 3.37 18.39 462.29 484.06 87.13 571.19

2 Bilaspur Mungeli Mungeli Lormi Lormi CG27- M-31 1 14.30 4.72 37.62 587.44 629.78 113.36 743.14

3 Bilaspur Mungeli Mungeli Lormi Lormi CG27- M-32 1 17.11 4.68 45.37 1142.77 1192.82 214.71 1407.52

PRADHAN MANTRI GRAM SADAK YOJANA -MUNGELI

BILL OF QUANTITY FOR RENEWAL WORK

DISTRICT-MUNGELI (C.G.)

Name of District- Mungeli

Name of Block :- Lormi

Total Number of Road :- 01

Pacakge No. CG27-M-32

Total Road Length :-14.30 Km

Sr. no Department SOR Year SSR I.No. Description of Item Unit Rate(Rs) T02 (Lormi panadriya road) Nawagaon thelkha bhalukhondra

1 PARD PMGSY 2025 9.14(B) (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 bothsides. 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 1.00 18610.00

2 PARD PMGSY 2025 9.15(A) Providing and fixing "Citizen informatin board/ Maintainance informaiton board" of PMGSY project Providing and fixing of typical "PMGSY Ctizen information board with Logo as pr pord specification and drawing made of 75mm square or 75mm sia circular steel tube of 12 SWG 3.2m hight and cross member 2 nos 1m long fixed with angle iron 50x50x50 mm MS angle on the back Each 14010 1.00 14010.00

3 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 2.00 13252.00

4 PARD PMGSY 2025 9.2 A) Cautionary, mandatory, informatory direction and place identification sign boards. Semi-Reflective Traffic signs upto 0.90 sqm Direction and place indentification 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 equired message, letters, figures with reflective ngineering 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 22.68 119864.00

5 PARD PMGSY 2025 11.13 White washing two coats on parapet walls of CD and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 sqm 26 192.00 4992.00

6 PARD PMGSY 2025 11.7(I) Maintainance of hume pipe culvert by way of clearing cleaning erosion repair repairs to cracks parapet wall and protectin work as per drawing and tech sp clause 1908 one number of hume pipe 1448 10.00 14480.00

7 PARD PMGSY 2025 11.7(II) Maintainance of slab culvert by way of clearing cleaning erosion repair repairs to cracks parapet wall and protectin work as per drawing and tech sp clause 1908 Per culvert 3053 5.00 15265.00

8 PARD PMGSY 2025 9.8 Kilometre Stone Reinforced cement concrete M15 grade kilometre 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 0 0.00

PARD PMGSY 2025 (i) 5th Kilometre Stone (precast) Each 3947 2.00 7894.00

PARD PMGSY 2025 (ii) Ordinary Kilometer Stone (Precast) Each 2292 14.00 32088.00

PARD PMGSY 2025 (iii) 200 m stone (precast) Each 660 42.00 27720.00

9 PARD PMGSY 2025 9.17 Reinforced cement concrete M15 grade Guard Stone of size 200mmx200x800mm fixing in position including painting and printing etc. as per drawing technical sp and as per direction of engineer in charge Each 525 100.00 52500.00

10 PARD PMGSY 2025 7.1(i) Excavation for structuresas per drawing and technical specifications Clause 305.1 including seting out, construction of shoring and bracing, removal of stumps and othar deletercus material and dis posal upto a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material . cum 394 57.60 22694.00

11 PARD PMGSY 2025 7.3 Bedding for Causeway/Pipes 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 9.60 11520.00

12 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. (A) 600 mm dia M 2928 40.00 117120.00

13 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. M 99 0.00 0.00

IR WORK TOTAL (PART-A) 472009.00

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 51375.00 154125.00

2 PARD PMGSY 2025 2.2 Clearing grass and removal of rubbish up to a distance of 30m outside the periphery of the area as per technical specification clause 201 sqm 2.00 0.00 0.00

3 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. Approx. (specify RD ) sqm 13.00 75350.00 979550.00

4 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 3767.50 94188.00

5 PARD PMGSY 2025 4.1(d) Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) (d)Crushed stone materials (CBR 35 or more), This item is to be used only, where local GSB material or GSB material with blending with other material is not available. cum 1772.00 1559.25 2762990.00 456844 257.8126411

6 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 10107.86 2254053.00

7 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 6103.35 11517021.00 15633913 8285.062533

8 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 ( on wbm patch and wmm portion) sqm 62.00 75415.18 4675741.00

9 PARD PMGSY 2025 5.2 (ii) Tack Coat 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. Sq.m 21.00 75415.18 1583719.00

10 PARD PMGSY 2025 5.3(II) 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 33495.00 5560170.00

11 PARD PMGSY 2025 5.6 Bituminous 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. sqm 8207.00 2237.68 18364599.00 18364599 2237.675034

12 PARD PMGSY 2025 5.7 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 43515.18 8311398.00

13 PARD PMGSY 2025 5.5 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 By Mechanical Means Case - II : Type B (Bitumen (VG-30) Sqm 60.00 32857.00 1971420.00

14 PARD PMGSY 2025 9.18 Road marking with Hot Applied ThermoRoad 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.)on turning and approach Sqm 627.00 822.00 515395.00

15 PARD PMGSY 2025 6.1 (ii) Cement Concrete Pavement (ii) 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 0.00 0.00

16 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 CC Shoulder RD-00-555m cum 4970.00 0.00 0.00

17 PARD PMGSY 2025 2.6 (b) Dismantling of existing structures like culvert bridges retaining walls and other structure comprising of masonry, cemednt concrete wook work steel wok including T&P and scaffolding wherever necessary sorting the dismantled material disposal of cum 762.00 0.00 0.00

18 PARD PMGSY 2025 2.1 (C) Removeing all types of Hume pipes and stacking within a lead of 100 m including Earthwork and dismantling masonry work as pe specification. cum 592.00 0.00 0.00

19 PARD PMGSY 2025 7.10 (ii) Provinding concete for plan/reinforced concrete in open foundation complete as per drawings and technical specification clause 802,803 1202 & 12203 cum 4576.00 0.00 0.00 233971 51.13002622

20 PARD PMGSY 2025 7.18(i) Plain rainforced cement concrete in substructure complete as per drawings and technical specification . cum 4839.00 0.00 0.00 198165 40.9516429

21 PARD PMGSY 2025 7.4 (B) Laying Reinforced Cement Concrete Pipe NP3 as per drawing and technical specification Clause 1402.6 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar w cum 5468.00 0.00 0.00 198157 36.23939283

22 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 0.00 0.00 39852 38.61627907

23 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 0.00 0.00 39852 3.382447802

RENEWAL WORK TOTAL (PART-B) 58744369.00

MAINTENANCE WORK (PART-C) 59216378.00

1 Maintenance of Road for Ist Year after Renewal Km 32000.00 13.70 438400.00

2 Maintenance of Road for IInd Year after Renewal Km 34000.00 13.70 465800.00

3 Maintenance of Road for IIIrd Year after Renewal Km 42000.00 13.70 575400.00

4 Maintenance of Road for IVth Year after Renewal Km 62000.00 13.70 849400.00

5 Maintenance of Road for Vth Year after Renewal Km 100000.00 13.70 1370000.00

MAINTENANCE WORK (PART-C) 3762000.00

IMMERGENCY WORK (B+C) 10% =PART-D 0.00

TOTAL (A+B+C+D) 62978378.00

GRAND TOTAL 74314486.00

Sub Engineer Assistant Engineer EXECUTIVE ENGINEER

PIU, CGRRDA, Mungeli (C.G.) PIU, CGRRDA, Mungeli (C.G.) PIU, CGRRDA, Mungeli (C.G.)