NIT 1146 PMGSY Road Renewal Maintenance PKG No CG 10 M 52 District- Korba

INSPECTION REPORT

1 Name of Road: - #REF!

2 Length in (Km):- #REF!

3 Package No. #REF!

2 Block: - #REF!

Sanction Year #REF!

Completion Date #REF!

5 Year Maintenance Completion Date #REF!

Ren.Sanction Year #REF!

Completion Date #REF!

5 Year Maintenance Completion Date #REF!

Hand Over Date #REF!

3 District: - Janjgir-Champa

4 Date of Inspection:- #REF!

5 Present condition :- #REF!

iii) C.C. Road dameged Provision of CC Cellfill and Cc Drain Required as per site condition

iv) Hard shoulder damage.And Washout & RainCuts Developed Needs Filling of Selected Soil as Earthen Shoulder

v) Road Furniture Are Missing Like 200mtr Stone, km Stone, And informatory board And Also Some Causionary Board Provision of Road furniture and Road Marking work

vi) CC Drain & Retaining Wall Required as per site condition

Sub- Engineer Assistant- Engineer Executive Engineer

PIU-1,CGRRDA Janjgir PIU-1,CGRRDA Janjgir PIU-1,CGRRDA Janjgir

Distt. Janjgir Champa(C.G.) Distt. Janjgir Champa(C.G.) Distt. Janjgir Champa(C.G.)

iv) Hard shoulder damage.And Washout & RainCuts Developed Needs Filling of Selected Soil as Earthen Shoulder

Superintending Engineer.

PMGSY .Project Circle

Balance Bill of Quantity

Pradhan Mantri Gram Sadak Yojna, Korba, Chhattisgarh

Estimate for Renewal Bituminous work Year 2025-26

Package No. :- CG10 M52

Road Name L054 to Daldalipara L067 to Saraipali T01 Chirra to Along T01 to Thengrimar via Gurma T02 Batati to Darga T07 to Keubahar T07 to Rapta T09 to Narbada Baridih to Katbitala Total

S.No/ SOR No Description Unit Rate Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount

1 11.12(iii) Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 Sqm 2 0.00 0 0.00 0 2190.00 4380 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 2190.00 4380 #REF! #REF!

2 11.2 (II) Maintenance of shoulder (stripping of excess material) Stripping excess material from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 Sqm 20 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 #REF! #REF!

3 11.2 (I) Maintenance of shoulder (filling with fresh selected material) 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 37 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 #REF! #REF!

4 3.1 Scarifying Existing Granular surface to a Depth of 50 mm Scarifying the existing bituminous/ Granular road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301. Sqm 15 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 8055.00 120825 8055.00 120825 #REF! #REF!

5 4.1 Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) (a) Construction of granular sub-base by providing well graded material having CBR 20 or more, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100KN static weight to achieve the desired density, complete as per Technical Specification Clause 401. For Grading mentioned in table 400.1 (Grading III) Cum 650 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 #REF! #REF!

6 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 1478 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 1585.83 2343857 1585.83 2343857 #REF! #REF!

7 11.5 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 212 10.48 2222 0.00 0 0.00 0 6.19 1312 0.00 0 1096.90 232543 345.84 73318 738.79 156622 0.00 0 2198.20 466017.34 #REF! #REF!

8 5.1(i) Prime Coat Low porosity 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 Spec Sqm 43 10.48 451 0.00 0 0.00 0 6.19 266 0.00 0 1096.90 47167 345.84 14871 738.79 31768 10270.13 441615 12468.32 536137.76 #REF! #REF!

9 11.3(iii) Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B specification Clause 1904.2 Sqm 265 3.92 1039 0.00 0 7.61 2017 0.00 0 0.00 0 1635.10 433302 561.26 148734 1261.79 334373 0.00 0 3469.68 919463.875 #REF! #REF!

10 11.14(1)(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 Sqm 13 79.30 1031 5605.20 72868 73.95 961 1065.00 13845 1095.00 14235 14418.00 187434 3564.00 46332 9266.40 120463 10270.13 133512 45436.98 590680.675 #REF! #REF!

11 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 140 0.00 0 5605.20 784728 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 5605.20 784728 #REF! #REF!

12 11.14 1(ii) 20mm thick Open-Graded Premix Carpet using Bituminous Binder Mixing with processed Waste plastic (as per IRC:SP:98-2013) by replacement of 8% Bitumen binder by weight. Providing, laying and rolling of 20mm thick open-graded premix carpet (Thickness not less than 20 mm at any place) composed of 13.2 mm graded aggregate size @ 0.18 cum per 10 sqm & 11.2 mm graded aggregate size @ 0.09 cum per 10 sqm using with bitumenous binder @13.43Kg per 10 sqm (i.e. 92% of standard Bitumen and 8% waste processed plastic by weight shall be used for coating aggregate after its heating) as per IRC:SP:98-2013, laying 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 as per Technical Specification Clause 508 to be followed by seal coat of either Type A , Type B or Type C as per Technical Specification .ii. Bitumen (CG-30) Sqm 122 79.30 9675 0.00 0 73.95 9022 1065.00 129930 1095.00 133590 14418.00 1758996 3564.00 434808 9266.40 1130501 10270.13 1252955 39831.78 4859476.55 #REF! #REF!

13 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 Case - II : Type B, Bitumen (VG-30) Sqm 43 79.30 3410 0.00 0 73.95 3180 1065.00 45795 1095.00 47085 14418.00 619974 3564.00 153252 9266.40 398455 10270.13 441615 39831.78 1712766.325 #REF! #REF!

14 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.(To be used for side shoulder WBM) Cum 200 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 629.30 125859 629.30 125859.375 #REF! #REF!

15 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 604 40.20 24281 103.80 62695 43.80 26455 252.00 152208 219.00 132276 213.60 129014 66.00 39864 171.60 103646 161.10 97304 1271.10 767744.4 #REF! #REF!

16 9.19 A) Speed Braker 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 2.00 45094 1.00 22547 2.00 45094 3.00 67641 5.00 112735 3.00 67641 1.00 22547 2.00 45094 3.00 67641 22.00 496034 #REF! #REF!

Initial Rehabilitation work Year 2024-25

17 2.2 Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. Sqm 1 145.00 145 0.00 0 522.00 522 1016.00 1016 1955.00 1955 384.00 384 132.00 132 734.00 734 623.75 624 5511.75 5512 #REF! #REF!

18 2.3 (A) Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (A) In area of non-thorny jungle Sqm 5 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 #REF! #REF!

19 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 63 0.00 0 0.00 0 0.00 0 10.00 630 400.00 25200 100.00 6300 0.00 0 107.00 6741 5.00 315 622.00 39186 #REF! #REF!

20 11.1 Restoration of Rain Cuts :- Resstoration 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 compaction with plate compactor or power ramm Cum 215 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 42.01 9032 0.00 0 0.00 0 42.01 9032 #REF! #REF!

21 11.2 (II) Maintenance of shoulder (stripping of excess material) Stripping excess material from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 Sqm 20 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 #REF! #REF!

22 11.2 (I) Maintenance of shoulder (filling with fresh selected material) 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 37 2010.00 74370 0.00 0 2190.00 81030 15750.00 582750 8212.50 303863 8010.00 296370 3300.00 122100 8580.00 317460 0.00 0 48052.50 1777943 #REF! #REF!

23 7.31 Wearing course M30 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 9091 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 #REF! #REF!

24 6.7 Cement Concrete cell fill Pavement Construction of un-reinforced, dowel 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 levelling 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 debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints,admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to linesand grade as per drawing and Technical Specification Clause 1501 Cum 5836 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 #REF! #REF!

25 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 5097 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 #REF! #REF!

26 9.2 (A) Cautionary, mandatory, informatory direction and place identification sign boards. 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 4729 0.45 2128 6.95 32857 0.91 4313 3.56 16835 5.10 24127 3.20 15114 0.00 0 0.66 3121 2.75 13005 23.58 111500 #REF! #REF!

27 9.8 (i) 5th 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 ii) Ordinary Kilometer Stone Each 3700 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 #REF! #REF!

28 9.8 (ii) 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 ii) Ordinary Kilometer Stone Each 2194 0.00 0 3.00 6582 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 3.00 6582 #REF! #REF!

29 9.8(iii) 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 (iii) 200 m stone (precast) Each 463 0.00 0 8.00 3704 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 8.00 3704 #REF! #REF!

30 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 472 2.00 944 116.00 54752 7.00 3304 8.00 3776 58.00 27376 31.00 14632 6.00 2832 8.00 3776 0.00 0 236.00 111392 #REF! #REF!

31 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 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 13749 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 #REF! #REF!

32 9.15(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 14015 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 #REF! #REF!

33 9.16 Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings. Each 6626 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 #REF! #REF!

34 7.1(i)(i) 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. Cum 253 0.00 0 98.25 24857 0.00 0 0.00 0 234.74 59389 243.46 61595 300.00 75900 0.00 0 20.00 5060 896.45 226802 #REF! #REF!

35 7.3(ii) Bedding for Causeway / pipes Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 Cum 911 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 3.60 3280 3.60 3280 #REF! #REF!

36 7.6 (A) Providing and lying reinforced cement concret pipe NP3 for culverts on first class bedding of granular material in single row including fixing coller with cement morter 1:2 but including excavation works backfilling concrete and masonary field crossing 600 mm dia M 2928 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 20.00 58560 20.00 58560 #REF! #REF!

37 7.6 (,C) Providing and lying reinforced cement concret pipe NP3 for culverts on first class bedding of granular material in single row including fixing coller with cement morter 1:2 but including excavation works backfilling concrete and masonary field crossing 300 mm dia M 1129 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 #REF! #REF!

38 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 3811 0.00 0 0.00 0 0.00 0 0.00 0 108.00 411588 144.00 548784 144.00 548784 0.00 0 0.00 0 396.00 1509156 #REF! #REF!

39 11.6 Maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907 M 3 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 300.00 900 300.00 900 #REF! #REF!

40 11.15 Repair old joints sealant Removal of existing sealant and re sealing of construction, longitudinal or expansion joints in concrete pavement with fresh sealant material M 32 141.33 4523 0.00 0 210.67 6741 0.00 0 258.67 8277 66.67 2133 0.00 0 117.33 3755 84.00 2688 878.67 28117 #REF! #REF!

41 11.7 (i) Maintenance of hume pipe cluverts by way of clearing erosion repair, repairs to cracks parapet wall and protection work as per drawing and Technical Specification Clause 1908 Each 925 1.00 925 0.00 0 0.00 0 3.00 2775 1.00 925 1.00 925 0.00 0 3.00 2775 5.00 4625 14.00 12950 #REF! #REF!

42 11.7 (ii) Maintenance of Slab cluverts by way of clearing erosion repair, repairs to cracks parapet wall and protection work as per drawing and Technical Specification Clause 1909 Each 1979 0.00 0 0.00 0 0.00 0 0.00 0 8.00 15832 5.00 9895 2.00 3958 0.00 0 1.00 1979 16.00 31664 #REF! #REF!

44 9.7 Painting lines, Dashes, Arrows, etc. on Roads in Two Coats on Old Work Painting lines, dashes, arrows, etc. on roads in two coats on old work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and technical specification Clause 1702 Sqm 77 20.68 1592 0.00 0 0.00 0 62.04 4777 186.12 14331 124.08 9554 41.36 3185 62.04 4777 124.08 9554 620.40 47771 #REF! #REF!

45 7.10(II) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Cum 3731 0.00 0 10.00 37310 0.00 0 0.00 0 22.06 82306 31.61 117937 40.00 149240 0.00 0 0.00 0 103.67 386793 #REF! #REF!

46 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 3848 0.00 0 62.10 238961 0.00 0 0.00 0 192.18 739509 268.15 1031841 270.00 1038960 0.00 0 0.00 0 792.43 3049271 #REF! #REF!

47 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 Rmt 239 0.00 0 30.00 7170 0.00 0 0.00 0 100.00 23900 107.00 25573 100.00 23900 0.00 0 0.00 0 337.00 80543 #REF! #REF!

48 7.23(ii) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (i) Granular Materials Cum 732 0.00 0 62.40 45677 0.00 0 0.00 0 156.00 114192 187.20 137030 156.00 114192 0.00 0 0.00 0 561.60 411091 #REF! #REF!

49 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 with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(B)1000 mm dia Rmt 4632 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 #REF! #REF!

50 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 (II) P.C.C grade M 20 (Nominal mix (1:2:4) Cum 4316 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 #REF! #REF!

51 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) Cum 5223 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 #REF! #REF!

52 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MT 54560 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 #REF! #REF!

53 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. (B) Cement Concrete Cum 410 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 #REF! #REF!

54 2.6 (C) 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. (C) Reinforced Cement Concrete Cum 1045 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 #REF! #REF!

Maintenance PART A Maintenance PART A 1st Year Amount 68000 0 68000 117640 68000 0 68000 0 68000 0 68000 0 68000 0 68000 0 68000 0 68000 117640

Total 0 Total 240470 Total 0 Total 0 Total 0 Total 0 Total 0 Total 0 Total 0 Total 240470

Total 126630 Total 247390 Total 137970 Total 793800 Total 689850 Total 672840 Total 207900 Total 540540 Total 553110 Total 3970030

Total 54325 Total 20500 Total 80975 Total 0 Total 99425 Total 25625 Total 0 Total 45100 Total 32290 Total 358240

SUB TOTAL Including GST 18% PART A+PART B+Emergency work 10%+Maintenece 448465 2416861 515624 2288260 3786604 8109893 3951719 4179235 7404459 33101120

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. C.G.R.R.D.A. C.G.R.R.D.A.

PIU-Korba (C.G.) PIU-Korba (C.G.) PIU-Korba (C.G.)

Balance Bill of Quantity

Pradhan Mantri Gram Sadak Yojna, Korba, Chhattisgarh

Estimate for Renewal Bituminous work Year 2025-26

Package No. :- CG10 M52

Road Name Kudmura-Shyang Road To Katkona Kudmura Kudurmal Road to Sakdukla L054 to Daldalipara L067 to Saraipali T01 Chirra to Along T01 to Thengrimar via Gurma T02 Batati to Darga T07 to Keubahar T07 to Rapta T09 to Narbada Baridih to Katbitala Total

S.No/ SOR No Description Unit Rate Quantity Qty Amt Quantity Qty Amt Quantity Qty Amt Quantity Qty Amt Quantity Qty Amt Quantity Qty Amt Quantity Qty Amt Quantity Qty Amt Quantity Qty Amt Quantity Qty Amt Quantity Qty Amt Qty Amt

1 11.12(iii) Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 Sqm 2 0.00 0 0.00 0 0.00 0 0.00 0 2190.00 4380 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 2190.00 4380 0.00 0

14 11.2 (II) Maintenance of shoulder (stripping of excess material) Stripping excess material from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 Sqm 20 468.75 9375 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 468.75 9375 0.00 0

15 11.2 (I) Maintenance of shoulder (filling with fresh selected material) 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 37 3806.25 140831 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 3806.25 140831.25 0.00 0

2 3.1 Scarifying Existing Granular surface to a Depth of 50 mm Scarifying the existing bituminous/ Granular road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301. Sqm 15 0 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 8055.00 120825 8055.00 120825 0.00 0

3 4.1 Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) (a) Construction of granular sub-base by providing well graded material having CBR 20 or more, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100KN static weight to achieve the desired density, complete as per Technical Specification Clause 401. For Grading mentioned in table 400.1 (Grading III) Cum 650 0 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0

4 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 1478 0 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 1585.83 2343857 1585.83 2343857 0.00 0

5 11.5 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 212 154.57 32770 289.92 61463 198.26 42031 0.00 0 210.51 44628 1535.72 1541.91 326885 1221.40 1189.30 252132 1096.90 232543 345.84 73318 738.79 156622 0.00 0 5766.00 1222392 2757.12 584509

6 5.1(i) Prime Coat Low porosity 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 Spec Sqm 43 154.57 6647 289.92 12467 198.26 8525 0.00 0 210.51 9052 1535.72 1541.91 66302 1221.40 1189.30 51140 1096.90 47167 345.84 14871 738.79 31768 10270.13 441615 16036.13 689553.375 2757.12 118556

7 11.3(iii) Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B specification Clause 1904.2 Sqm 265 184.63 48926 597.09 158229 309.89 82121 0.00 0 325.85 86350 2026.48 1871.10 495842 1852.63 1853.00 491045 1635.10 433302 561.26 148734 1261.79 334373 0.00 0 8599.70 2278920.5 3879.11 1027964

8 11.14(1)(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 Sqm 13 7342.50 95453 4171.50 54230 2170.80 28220 5605.20 72868 2365.20 30748 15000.00 16065.00 208845 13687.50 14782.50 192173 14418.00 187434 3564.00 46332 9266.40 120463 10270.13 133512 90021.23 1170275.925 28687.50 372938

9 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 140 7342.50 1027950 0.00 0 0.00 0 5605.20 784728 0.00 0 0.00 0 0.00 0 0.00 0 0 0 0.00 0 12947.70 1812678 0.00 0

10 11.14 1(ii) 20mm thick Open-Graded Premix Carpet using Bituminous Binder Mixing with processed Waste plastic (as per IRC:SP:98-2013) by replacement of 8% Bitumen binder by weight. Providing, laying and rolling of 20mm thick open-graded premix carpet (Thickness not less than 20 mm at any place) composed of 13.2 mm graded aggregate size @ 0.18 cum per 10 sqm & 11.2 mm graded aggregate size @ 0.09 cum per 10 sqm using with bitumenous binder @13.43Kg per 10 sqm (i.e. 92% of standard Bitumen and 8% waste processed plastic by weight shall be used for coating aggregate after its heating) as per IRC:SP:98-2013, laying 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 as per Technical Specification Clause 508 to be followed by seal coat of either Type A , Type B or Type C as per Technical Specification .ii. Bitumen (CG-30) Sqm 122 0.00 0 4171.50 508923 2170.80 264838 0.00 0 2365.20 288554 15000.00 16065.00 1959930 13687.50 14782.50 1803465 14418.00 1758996 3564.00 434808 9266.40 1130501 10270.13 1252955 77073.52 9402970.05 28687.50 3499875

11 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 Case - II : Type B, Bitumen (VG-30) Sqm 43 0.00 0 4171.50 179375 2170.80 93344 0.00 0 2365.20 101704 15000.00 16065.00 690795 13687.50 14782.50 635648 14418.00 619974 3564.00 153252 9266.40 398455 10270.13 441615 77073.52 3314161.575 28687.50 1233563

12 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.(To be used for side shoulder WBM) Cum 200 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 629.30 125859 629.30 125859.375 0.00 0

13 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 604 0.00 0 61.80 37327 40.20 24281 103.80 62695 43.80 26455 252.00 152208 219.00 132276 213.60 129014 66.00 39864 171.60 103646 161.10 97304 1332.90 805071.6 0.00 0

14 9.19 A) Speed Braker 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 4.00 90188 2.00 45094 2.00 45094 1.00 22547 2.00 45094 3.00 67641 5.00 112735 3.00 67641 1.00 22547 2.00 45094 3.00 67641 28.00 631316 0.00 0

Initial Rehabilitation work Year 2024-25

15 2.2 Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. Sqm 1 0 0 3862.5 3863 1865.00 2010 2010 0.00 0 0 1668.00 2190 2190 14734.00 15750 15750 8440.00 10395 10395 7626.00 8010 8010 3168.00 3300 3300 7846.00 8580 8580 9445.00 10068.75 10069 64166.25 64166 54792.00 54792

16 2.3 (A) Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (A) In area of non-thorny jungle Sqm 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.00 0 0.00 0

17 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 63 0.00 0 0.00 0 0.00 0 0 0.00 0.00 0 0.00 0 0 290.00 300.00 18900 1200.00 1600.00 100800 900.00 1000.00 63000 0.00 0.00 0 1093.00 1200.00 75600 295.00 300.00 18900 4400.00 277200 3778.00 238014

18 11.1 Restoration of Rain Cuts :- Resstoration 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 compaction with plate compactor or power ramm Cum 215 0.000 0 164.075 35276 66.20 62 13392 0.00 0.000 0 44.38 44 9557 294.45 291.438 62659 542.47 521.654 112156 412.87 410.904 88344 708.74 750.748 161411 159.78 152.500 32788 144.70 145.218 31222 2543.27 546804 2373.59 510322

19 11.2 (II) Maintenance of shoulder (stripping of excess material) Stripping excess material from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 Sqm 20 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0

20 11.2 (I) Maintenance of shoulder (filling with fresh selected material) 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 37 0 3862.50 142913 2010 74370 0.00 0 2190 81030 15750.00 582750 8212.50 303863 8010.00 296370 3300.00 122100 8580.00 317460 0.00 0 51915.00 1920855 0.00 0

21 7.31 Wearing course M30 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 9091 0 0.00 0 0 0 0 0 0 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0

22 6.7 Cement Concrete cell fill Pavement Construction of un-reinforced, dowel 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 levelling 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 debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints,admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to linesand grade as per drawing and Technical Specification Clause 1501 Cum 5836 0 0.00 0 0 0 0 0 0 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0

23 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 5097 0 0.00 0 0 0 0 0 0 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0

24 9.2 (A) Cautionary, mandatory, informatory direction and place identification sign boards. 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 4729 8.21 38816 5.76 27239 3.87 4 20429 0.00 7 32857 4.56 5 25877 11.56 15.12 71502 11.53 16.63 78653 10.52 13.72 64863 5.26 3.96 18727 11.22 11.88 56181 8 10.80 51073 102.82 486217 66.57 314810

25 9.8 (i) 5th 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 ii) Ordinary Kilometer Stone Each 3700 0.00 0 0.00 0 0 0 0 0 0 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0

26 9.8 (ii) 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 ii) Ordinary Kilometer Stone Each 2194 4.00 8776 3.00 6582 3.00 3 6582 0.00 3 6582 3.00 3 6582 6.00 6.00 13164 6.00 6.00 13164 5.00 5.00 10970 3.00 3.00 6582 5.00 5.00 10970 4 4.00 8776 45.00 98730 35.00 76790

27 9.8(iii) 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 (iii) 200 m stone (precast) Each 463 9.00 4167 6.00 2778 4.00 4 1852 0.00 8 3704 6.00 6 2778 16.00 16.00 7408 19.00 19.00 8797 16.00 16.00 7408 4.00 4.00 1852 13.00 13.00 6019 12 12.00 5556 113.00 52319 90.00 41670

28 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 472 92.00 43424 96.00 45312 70.00 72 33984 0.00 116 54752 85.00 92 43424 160.00 168.00 79296 220.00 278.00 131216 198.00 229.00 108088 60.00 66.00 31152 190.00 198.00 93456 120 120.00 56640 1527.00 720744 1103.00 520616

29 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 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 13749 1.00 13749 1.00 13749 1.00 1 13749 1.00 1 13749 1.00 1 13749 1.00 1.00 13749 1.00 1.00 13749 1.00 1.00 13749 1.00 1.00 13749 1.00 1.00 13749 1 1.00 13749 11.00 151239 9.00 123741

30 9.15(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 14015 1.00 14015 1.00 14015 1.00 1 14015 1.00 1 14015 1.00 1 14015 1.00 1.00 14015 1.00 1.00 14015 1.00 1.00 14015 1.00 1.00 14015 1.00 1.00 14015 1 1.00 14015 11.00 154165 9.00 126135

31 9.16 Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings. Each 6626 1.00 6626 0.00 0 0.00 0 0 0.00 0 0 0.00 0 0 2.00 2.00 13252 2.00 2.00 13252 2.00 2.00 13252 0.00 0.00 0 0.00 0.00 0 1 1.00 6626 8.00 53008 7.00 46382

32 7.1(i)(i) 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. Cum 253 450.31 113928 0.00 0 0 0 120 30360 0 0 0.00 0 300.00 75900 360.00 91080 300.00 75900 0.00 0 20.00 5060 1550.31 392228 0.00 0

33 7.3(ii) Bedding for Causeway / pipes Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 Cum 911 1.60 1457 0.00 0 0 0 0 0 0 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 3.60 3280 5.20 4737 0.00 0

34 7.6 (A) Providing and lying reinforced cement concret pipe NP3 for culverts on first class bedding of granular material in single row including fixing coller with cement morter 1:2 but including excavation works backfilling concrete and masonary field crossing 600 mm dia M 2928 0.00 0 0.00 0 0 0 0 0 0 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 20.00 58560 20.00 58560 0.00 0

35 7.6 (,C) Providing and lying reinforced cement concret pipe NP3 for culverts on first class bedding of granular material in single row including fixing coller with cement morter 1:2 but including excavation works backfilling concrete and masonary field crossing 300 mm dia M 1129 0.00 0 0.00 0 0 0 0 0 0 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0

36 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 3811 10.80 41159 0.00 0 0 0 0 0 0 0 0.00 0 108.00 411588 144.00 548784 144.00 548784 0.00 0 0.00 0 406.80 1550315 0.00 0

37 11.6 Maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907 M 3 0.00 0 0.00 0 0 0 0 0 0 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 300.00 900 300.00 900 0.00 0

38 11.15 Repair old joints sealant Removal of existing sealant and re sealing of construction, longitudinal or expansion joints in concrete pavement with fresh sealant material M 32 133.33 4267 152.00 4864 141 4523 0 0 211 6741 0.00 0 258.67 8277 66.67 2133 0.00 0 117.33 3755 84.00 2688 1164.00 37248 0.00 0

39 11.7 (i) Maintenance of hume pipe cluverts by way of clearing erosion repair, repairs to cracks parapet wall and protection work as per drawing and Technical Specification Clause 1908 Each 925 0.00 0 1.00 925 1 925 0 0 0 0 3.00 2775 1.00 925 1.00 925 0.00 0 3.00 2775 5.00 4625 15.00 13875 0.00 0

40 11.7 (ii) Maintenance of Slab cluverts by way of clearing erosion repair, repairs to cracks parapet wall and protection work as per drawing and Technical Specification Clause 1909 Each 1979 0.00 0 0.00 0 0 0 0 0 0 0 0.00 0 8.00 15832 5.00 9895 2.00 3958 0.00 0 1.00 1979 16.00 31664 0.00 0

42 9.7 Painting lines, Dashes, Arrows, etc. on Roads in Two Coats on Old Work Painting lines, dashes, arrows, etc. on roads in two coats on old work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and technical specification Clause 1702 Sqm 77 0.00 0 20.68 1592 21 1592 0 0 0 0 62.04 4777 186.12 14331 124.08 9554 41.36 3185 62.04 4777 124.08 9554 641.08 49363 0.00 0

43 7.10(II) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Cum 3731 72.17 269251 0.00 0 0 0 16 59696 0 0 0.00 0 40.00 149240 48.00 179088 40.00 149240 0.00 0 0.00 0 216.17 806515 0.00 0

44 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 3848 296.44 1140682 0.00 0 0 0 108 415584 0 0 0.00 0 270.00 1038960 324.00 1246752 270.00 1038960 0.00 0 0.00 0 1268.44 4880938 0.00 0

45 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 Rmt 239 70 16730 0 0 0 0 40 9560 0 0 0 0 100 23900 120 28680 100 23900 0 0 0 0 430.00 102770 0.00 0

46 7.23(ii) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (i) Granular Materials Cum 732 163.66 119800 0.00 0 0 0 62 45677 0 0 0.00 0 156.00 114192 187.20 137030 156.00 114192 0.00 0 0.00 0 725.26 530891 0.00 0

47 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 with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(B)1000 mm dia Rmt 4632 7.5 34740 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7.50 34740 0.00 0

48 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 (II) P.C.C grade M 20 (Nominal mix (1:2:4) Cum 4316 194.6924319 840293 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 194.69 840293 0.00 0

49 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) Cum 5223 61.472 321068 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 61.47 321068 0.00 0

50 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MT 54560 4.3 234608 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 4.30 234608 0.00 0

51 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. (B) Cement Concrete Cum 410 119.52 49003 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 119.52 49003 0.00 0

52 2.6 (C) 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. (C) Reinforced Cement Concrete Cum 1045 82.8 86526 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 82.80 86526 0.00 0

Total 247420 Total 0 Total 0 Total 240470 Total 0 Total 0 Total 0 Total 0 Total 0 Total 0 Total 0 Total 487890

Total 133500 Total 194670 Total 126630 Total 247390 Total 137970 Total 793800 Total 689850 Total 672840 Total 207900 Total 540540 Total 553110 Total 4298200

Total 51250 Total 58425 Total 54325 Total 20500 Total 80975 Total 0 Total 99425 Total 25625 Total 0 Total 45100 Total 32290 Total 467915

SUB TOTAL Including GST 18% PART A+PART B+Emergency work 10%+Maintenece 0 6461473 2054126 1220390 2693767 1353984 7245007 8924554 8893322 4233493 4529677 7643624 55253419

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. C.G.R.R.D.A. C.G.R.R.D.A.

PIU-Korba PIU-Korba PIU-Korba

Abstract of Repair/Maitenance Estimate of Completed Road

Name of PIU:- PIU Janjgir (Length in Km & Cost in lakhs)

Sr.No. Name of Road Lenth of Road Cost of special Repair Cost of Renewal Cost of Miner Original Work Cost of Routine Maintenance@ 2.780 lakh per km Total Cost 18% GST Total Cost

1 #REF! #REF! 0.00 #REF! 0.00 #REF! #REF! #REF! #REF!

Sub Engineer Assistant Enginee Executive Engineer

PIU,01 PIU,01 PIU,01

CGRRDA-01 Janjgir CGRRDA-01 Janjgir CGRRDA-01 Janjgir

Distt. Janjgir Champa(C.G.) Distt. Janjgir Champa(C.G.) Distt. Janjgir Champa(C.G.)

PRADHAN MANTRI GRAM SADAK YOJANA

#REF! Package No #REF!

District Janjgir-Champa #REF!

Length (km #REF!

S.No. Item of work Length of Road (KM) Cost Total Cost

1 Part A-Special Maintenance 0.00

2 Part B-General Maintenance #REF! #REF!

Total Road Length (km) #REF! #REF!

Sub Total #REF!

3 Part C-Maintenance (For 5 Year) #REF! #REF!

Total Cost of road without Maintenance Rs. #REF!

Total Cost of Road with Maintenance Rs. #REF!

18% GST(Renewal+Maintenance) #REF!

Total Cost of Road #REF!

Cost of Road with Maintenance +18% GST #REF!

Sub Engineer Assistant Engineer Executive Engineer

CGRRDA-01 Janjgir CGRRDA-01 Janjgir CGRRDA-01 Janjgir

Distt. Janjgir Champa(C.G.) Distt. Janjgir Champa(C.G.) Distt. Janjgir Champa(C.G.)

Part-I Initial Rehabitation Estimate For Renewal Road Year 2024-25

Pradhan Mantri Gram Sadak Yojna, Janjgir -Champa Chhattisgarh WBM Patch Repairing Sanction year HPC Slab RCI R/Wall (Mtr) Drain (Mtr.)

Name of Road - Katnai To Barpali Katnai To Barpali Block - Akaltara Scaifying WMM Renewal Sanction year date of inspection RoadMarking

PIU Name & No. - P.I.U.- Janjgir Name of District- Janjgir - Champa BT PAVEMENT 4.15 0% 0% 2016-17 02.09.2022

Length (Km) 4.450 Package No. CG 06-32 CC PAVEMENT 0.30 1556.25 3890.625 1582.03 3768.29

S. No. Item ID Description No. Length Width HIGHT/DEPTH Qauntity Unit Rate Amount Completion Date Maint.Complted.Date Cost maint. PerkmCost. Only BT perkm BT+CC PerkmCost.with Maint,

1. Pavement Renewal 30.05.2017 29.05.2022

1 11.12(iii) Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 BT RD CC RD MSS PMC & SealCoat

2 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

3 11.1 Restoration of Rain Cuts :- Resstoration 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 compaction with plate compactor or power ramm cum

4 11.2 (II) Maintenance of shoulder (stripping of excess material) Stripping excess material from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903

RD 0 To 4150 Mtr. & RD To Mtr. =4150 Mtr. 0 0 0 0.00 Sqm 20.00 0

5 11.2 (I) Maintenance of shoulder (filling with fresh selected material) 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

Cost of Pavement Renewal 662541

2. Surface Renewal

6 3.1 Scarifying Existing Granular surface to a Depth of 50 mm Scarifying the existing bituminous/ Granular road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.

8 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.

RD 0 To 4150 Mtr. & RD To Mtr. =4150 Mtr. 0 0 0 0.1 0.00

For Profile Correction 5% 0.00

7 11.5 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. 0 0 0.00 0 0.00 Sqm

8 5.1(i) Prime Coat Low porosity 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 Spec 0 0 0 0 0.00 Sqm

Pot Hole work 35 6.50 2.80 637.00

10 11.3(iii) Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B specification Clause 1904.2

9 11.14(1)(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 1 4150 3.75 15562.50 Sqm

RD 0 TO 4150 & TO =4150 Mtr.4 %Extra Widening for Curve portion 4% 622.50

10 11.14(1)(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 (CG-30)

RD 0 TO 4150 & 0 TO 0=4150 Mtr.4 %Extra Widening for Curve portion 4% 622.50

RD 0 TO 4150 & TO Mtr.=4150 Mtr.0% Extra For BT Patch & Potholes 0% 0.00

11 11.14(1)(iv) 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 Case - II : Type B, Bitumen (VG-30)

RD 0 TO 4150 & 0 TO 0=4150 Mtr.4 %Extra Widening for Curve portion 4% 622.50

Cost of Surface Renewal 4477163

3 Rigid Pavement

12 6.7 Cement Concrete cell fill Pavement Construction of un-reinforced, dowel 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 levelling 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 debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints,admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to linesand grade as per drawing and Technical Specification Clause 1501 cum 0

Cost of Rigid Pavement Renewal 0

4 Road Furniture

13 9.19(A) Speed Braker 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

RD 30.05.2017 TO 29.05.2022 Mtr.& BT RD TO Mtr.=4150 Mtr. 0% oF Length 4 4.00 Each 22547.00 90188

13 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.)

14 9.2 (A) Cautionary, mandatory, informatory direction and place identification sign boards. 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

15 9.8 (i) 5th 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 ii) Ordinary Kilometer Stone

15 9.8 (ii) 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 ii) Ordinary Kilometer Stone

RD 0 TO 4.45 KM inEvery KM incluing 0 6 0 0 0 6.00 Each 2194.00 13164

17 9.8(iii) 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 (iii) 200 m stone (precast)

18 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. 186 186.00 Each 472.00 87792

19 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 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 1 0 0 0 1.00 Each 13749.00 13749

20 9.15(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 2 2.00 Each 14015.00 28030

21 9.16 Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings. 3 0 0 0 3.00 Each 6626.00 19878

22 11.11 Maintenance of 200 m and KM stones by way of refting of tilled stones repairing with cement mortar clearing repairing and lettering on 200 m KM stone and 5th KM stone as per Technical Specification Clause 1912 1 0 0 0 0

(I) Printing two coat with synthetic enamel paint(km stone and 0.2KM stone) 1 _ _ 0.00 Km 266.00 0

23 11.11 (II) Printing letters and figures of any shade with synthetic enamel paint of any appropved colour give an even shade.(KM stone and 0.2 KM stone) 1 0.00 Km 532.00 0

Cost of Road Furniture Renewal 467249

5.Cross Drainage & Protection Work Maintenance

24 7.1(i)(i) 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.

For Retainingwall RD 1 10 1.4 1.0 14.00

25 7.10 (II ) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15(Nominal mix (1:2.5:5) 0.00 cum

For Profile Correction In CC 0 300 3.75 0.02 0.00

For Retainingwall RD 1 10 1.4 0.2 2.80

For Retainingwall RD 1 10 0.80 2.40 19.20

For Drain RD 2 300 0.38 228.00

26 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

For Retainingwall RD 11 0.00 11.00

26 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (i) Granular Materials

For Retainingwall RD 1 10 0.50 2.40 12.00 cum 0

For Drain RD 2 300 0.00 0 0.00 cum 0

27 7.6 Providing and lying reinforced cement concret pipe NP3 for culverts on first class bedding of granular material in single row including fixing coller with cement morter 1:2 but including excavation works backfilling concrete and masonary

(A) field crossing 600 mm dia 4 10 40 Rmt 2928.00 117120

28 © field crossing 300 mm dia 4 10 40 Rmt 1129.00 45160

29 11.7 (i) Maintenance of hume pipe cluverts by way of clearing erosion repair, repairs to cracks parapet wall and protection work as per drawing and Technical Specification Clause 1908 0 2.00 Each 925.00 1850

30 11.7 (ii) Maintenance of Slab cluverts by way of clearing erosion repair, repairs to cracks parapet wall and protection work as per drawing and Technical Specification Clause 1909 2 2.00 Each 1979.00 3958

31 11.13 White washing of parapet walls of CD work and tree trunks , white washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause1915 2 50 100.00 Sqm 17.00 1700

Total Cross Drainage & Protection Work Maintenance 1213127

Total Cost Says Rs 16.80

Total Cost Says Rs 16.80

18% GST (Renewal) Says Rs 2.02

Total Cost Of The Road Says Rs 18.82

Maintenance Cost Says Rs 12.38

18% GST(Maintenance) Says Rs 1.49

MaintennanceCost +18% GST Says Rs 13.87

Total Cost Of The Road With Mantenance Says Rs 29.18 24.05

18%GST (Renewal+Maint.) Says Rs 3.50

Total Cost Of The Road With Mantenance Says Rs 32.69

Sub- Engineer Assistant- Engineer Executive Engineer

PIU-01 PIU-01 PIU-01

CGRRDA-01 Janjgir CGRRDA-01 Janjgir CGRRDA-01 Janjgir

Distt. Janjgir Champa(C.G.) Distt. Janjgir Champa(C.G.) Distt. Janjgir Champa(C.G.)

Pradhan Mantri Gram Sadak Yojna, Chhattisgarh

Part C Maintenance of Road ( For 5 Years )

Name of Road - Katnai To Barpali Block -

PIU Name & No. - P.I.U.- JANJGIR Name of District- Janjgir - Champa

Length (Km) 4.45 Package No. CG 06-32

Sr No Descricption Legnth Unit Rate Amount

1 Routine Mantenance for 1st Year after Renewal of Road 4.45 Km 23554 104815

2 Routine Mantenance for 2nd Year after Renewal of Road 4.45 Km 47427 211050

3 Routine Mantenance for 3rd Year after Renewal of Road 4.45 Km 58381 259795

4 Routine Mantenance for 4th Year after Renewal of Road 4.45 Km 69021 307143

5 Routine Mantenance for 5th Year after Renewal of Road 4.45 Km 79815 355177

Total Km 278198 12.380

MaintenanceCost 12.380

18`% GST(Maintenance) 2.228

Totat Maintenance Cost ( Maint.+GST.) 14.608

TotalCost(maint.+Renewal) 29.184

18% GST(Renewal +Maintenance) 5.253

Grand TotalCost(maint.+Renewal) 34.437

Sub Engineer Assistant Engineer Executive Engineer

CGRRDA-01 Janjgir CGRRDA-01 Janjgir CGRRDA-01 Janjgir

Distt. Janjgir Champa(C.G.) Distt : Janjgir - Champa (C.G.) Distt. Janjgir Champa(C.G.)

Sub Engineer Assistant Engineer Executive Engineer

PIU-1, CGRRDA Janjgir PIU-1, CGRRDA Janjgir PIU-1, CGRRDA Janjgir

Dstt.Janjgir-Champa (CG) Dstt.Janjgir-Champa (CG) Dstt.Janjgir-Champa (CG)

1 #REF! 2.Package No. #REF!

3 #REF! 4. Length of The Road (Km) #REF!

Methods (i) Measurement based on Visual Inspection only (ii) Based on Riding Comfort (iii) Based on comfortable Driving Speed possible PCI

S.N Description of Surface Condition Riding Comfort @ 50 km/hr. Normal Driving Speed

1 Very Good Smooth and Pleasant Ride Over 40 km/hr 5

2 Good Comfortable 30 to 40 km/hr 4

3 Fair Slightly Uncomfortable 20 to 30 km/hr 3

4 Poor Rough and Bumpy 10 to 20 km/hr 2

5 Very Poor Dangerous Less than 10 km/hr 1

(iii) Based on confortable Driving Speed Possible

Sr.No. Chainage Comfortable Driving Speed PCI

Sub Enginee Assistant Engineer Executive Engineer

PIU,01 PIU -01 PIU-01

CGRRDA-01 Janjgir CGRRDA-01 Janjgir CGRRDA-01 Janjgir

Distt. Janjgir Champa(C.G.) Distt. Janjgir Champa(C.G.) Distt. Janjgir Champa(C.G.)

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ROAD FEATURES (GENERAL REPORTS)

1. Previous Detail (History)

1 Name of Road: - #REF!

2 Block: - #REF!

3 District: - Janjgir-Champa

4 Package No.- #REF!

5 Length: - #REF! KM

B.T. Length: - #REF! KM

C.C. Length: - #REF! KM

6 No. of Structure - #REF!

7 Sanctioned Year - #REF!

8 Date of Completion - #REF!

9 5 Years After Maintenance Date #REF!

10 Handover date After Maintenance #REF!

11 Sanctioned cost – Rs. Lakhs

12 Paid Amount – Rs. Lakhs

13 Name of Contractor: - M/S NPCC Ltd.

Executive Engineer

CGRRDA-01 Janjgir

Distt. Janjgir Champa(C.G.)

Technical Report and Specification

1 Name of Work Maintanace of Rural Roads under P.M.G.S.Y.

2 Name of Road Phoplya Road To Chaksangwani Proposed

3 Length of Road (Km) Total Length #REF! Total Length

4 Name of Block Shahpur BT #REF!

5 Estimated Cost #REF! Lacs C.C. #REF!

Add GST 18% #REF! Lacs River Gap 0.000

Total Cost #REF! Lacs #REF!

6 Head P.M.G.S.Y.

8 Construction Pkg. No. MP- 0354

9 Post 5 Year Pkg. No. MP03 MTN061

10 Package No. MP-03PT0…..

11 History Background This road was constructed under package MP 0345 which was completed on 10.06.2009 hence post five year Mantinance Period will be completing on 30.07.2020 The Length of Road is 1.654 Km. in which BT is 0.009Km. and C.C. is 0.993Km. & River Gap - 0.652Km.

1 Initial Rehabilitation Work :- Provision is made as per guide lines of MPRRDA

2 Annual Routine Maintenance Works : Provision is made as per guide lines of MPRRDA

3 Renewal of Bituminous Surface : Provision is made as per guide lines of MPRRDA

4 Imergency works : Provision is made as per guide lines of MPRRDA

13 Rate's As per SSR w.e.f. 01 Sep. 2017

Sub Engineer Assistant Manager General Manager

M.P.R.R.D.A. PIU-1, Betul M.P.R.R.D.A. PIU-1, Betul M.P.R.R.D.A. PIU-1, Betul

MTN-.066 Renewal of BT Road Period Wise

Toal 0 0 Toal 0 0 0

M.P.R.R.D.A. PIU-1, Betul

Balance Bill of Quantity

Pradhan Mantri Gram Sadak Yojna, Korba, Chhattisgarh

Estimate for Renewal Bituminous work Year 2025-26

Package No. :- CG10 M52

Road Name Kudmura-Shyang Road To Katkona Kudmura Kudurmal Road to Sakdukla L054 to Daldalipara L067 to Saraipali T01 Chirra to Along T01 to Thengrimar via Gurma T02 Batati to Darga T07 to Keubahar T07 to Rapta T09 to Narbada Baridih to Katbitala Total

S.No/ SOR No Description Unit Rate Quantity Qty Amt Quantity Qty Amt Quantity Qty Amt Quantity Qty Amt Quantity Qty Amt Quantity Qty Amt Quantity Qty Amt Quantity Qty Amt Quantity Qty Amt Quantity Qty Amt Quantity Qty Amt Qty Amt

1 11.12(iii) Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 Sqm 2 0.00 0 0.00 0 0.00 0.00 0 0.00 0.00 0 2190.00 2190.00 4380 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 2190.00 4380 0.00 0

14 11.2 (II) Maintenance of shoulder (stripping of excess material) Stripping excess material from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 Sqm 20 468.75 9375 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 468.75 9375 0.00 0

15 11.2 (I) Maintenance of shoulder (filling with fresh selected material) 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 37 3806.25 140831 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 3806.25 140831.25 0.00 0

2 3.1 Scarifying Existing Granular surface to a Depth of 50 mm Scarifying the existing bituminous/ Granular road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301. Sqm 15 0 0 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 8055.00 8055.00 120825 8055.00 120825 0.00 0

3 4.1 Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) (a) Construction of granular sub-base by providing well graded material having CBR 20 or more, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100KN static weight to achieve the desired density, complete as per Technical Specification Clause 401. For Grading mentioned in table 400.1 (Grading III) Cum 650 0 0 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0 0.00 0

4 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 1478 0 0 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 1585.83 1585.83 2343857 1585.83 2343857 0.00 0

5 11.5 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 212 154.57 32770 289.92 61463 187.78 198.26 10.48 2222 0.00 0.00 0 208.37 210.51 2.14 454 1535.72 1541.91 6.19 1312 1221.40 1189.30 -32.10 -6805 1096.90 1096.90 232543 345.84 345.84 73318 738.79 738.79 156622 0.00 0.00 0 5766.00 1222392 3153.27 668493

6 5.1(i) Prime Coat Low porosity 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 Spec Sqm 43 154.57 6647 289.92 12467 187.78 198.26 10.48 451 0.00 0.00 0 208.37 210.51 2.14 92 1535.72 1541.91 6.19 266 1221.40 1189.30 -32.10 -1380 1096.90 1096.90 47167 345.84 345.84 14871 738.79 738.79 31768 10270.13 10270.13 441615 16036.13 689553.375 3153.27 135591

7 11.3(iii) Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B specification Clause 1904.2 Sqm 265 184.63 48926 597.09 158229 305.97 309.89 3.92 1039 0.00 0.00 0 318.24 325.85 7.61 2017 2026.48 1871.10 -155.38 -41176 1852.63 1853.00 0.37 98 1635.10 1635.10 433302 561.26 561.26 148734 1261.79 1261.79 334373 0.00 0.00 0 8599.70 2278920.5 4503.32 1193380

8 11.14(1)(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 Sqm 13 7342.50 95453 4171.50 54230 2091.50 2170.80 79.30 1031 5605.20 5605.20 72868 2291.25 2365.20 73.95 961 15000.00 16065.00 1065.00 13845 13687.50 14782.50 1095.00 14235 14418.00 14418.00 187434 3564.00 3564.00 46332 9266.40 9266.40 120463 10270.13 10270.13 133512 90021.23 1170275.925 33070.25 429913

9 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 140 7342.50 1027950 0.00 0 0.00 0.00 0 5605.20 5605.20 784728 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0 0.00 0 0.00 0.00 0 12947.70 1812678 0.00 0

10 11.14 1(ii) 20mm thick Open-Graded Premix Carpet using Bituminous Binder Mixing with processed Waste plastic (as per IRC:SP:98-2013) by replacement of 8% Bitumen binder by weight. Providing, laying and rolling of 20mm thick open-graded premix carpet (Thickness not less than 20 mm at any place) composed of 13.2 mm graded aggregate size @ 0.18 cum per 10 sqm & 11.2 mm graded aggregate size @ 0.09 cum per 10 sqm using with bitumenous binder @13.43Kg per 10 sqm (i.e. 92% of standard Bitumen and 8% waste processed plastic by weight shall be used for coating aggregate after its heating) as per IRC:SP:98-2013, laying 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 as per Technical Specification Clause 508 to be followed by seal coat of either Type A , Type B or Type C as per Technical Specification .ii. Bitumen (CG-30) Sqm 122 0.00 0 4171.50 508923 2091.50 2170.80 79.30 9675 0.00 0.00 0 2291.25 2365.20 73.95 9022 15000.00 16065.00 1065.00 129930 13687.50 14782.50 1095.00 133590 14418.00 14418.00 1758996 3564.00 3564.00 434808 9266.40 9266.40 1130501 10270.13 10270.13 1252955 77073.52 9402970.05 33070.25 4034571

11 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 Case - II : Type B, Bitumen (VG-30) Sqm 43 0.00 0 4171.50 179375 2091.50 2170.80 79.30 3410 0.00 0.00 0 2291.25 2365.20 73.95 3180 15000.00 16065.00 1065.00 45795 13687.50 14782.50 1095.00 47085 14418.00 14418.00 619974 3564.00 3564.00 153252 9266.40 9266.40 398455 10270.13 10270.13 441615 77073.52 3314161.575 33070.25 1422021

12 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.(To be used for side shoulder WBM) Cum 200 0.00 0 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 629.30 629.30 125859 629.30 125859.375 0.00 0

13 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 604 0.00 0 61.80 37327 40.20 40.20 24281 103.80 103.80 62695 43.80 43.80 26455 252.00 252.00 152208 219.00 219.00 132276 213.60 213.60 129014 66.00 66.00 39864 171.60 171.60 103646 161.10 161.10 97304 1332.90 805071.6 0.00 0

14 9.19 A) Speed Braker 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 4.00 90188 2.00 45094 2.00 2.00 45094 1.00 1.00 22547 2.00 2.00 45094 3.00 3.00 67641 5.00 5.00 112735 3.00 3.00 67641 1.00 1.00 22547 2.00 2.00 45094 3.00 3.00 67641 28.00 631316 0.00 0

Initial Rehabilitation work Year 2024-25

15 2.2 Clearing Grass and Removal of Rubbish Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. Sqm 1 0 0 3862.5 3863 1865.00 2010 145.00 145 0.00 0 0.00 0 1668.00 2190 522.00 522 14734.00 15750 1016.00 1016 8440.00 10395 1955.00 1955 7626.00 8010 384.00 384 3168.00 3300 132.00 132 7846.00 8580 734.00 734 9445.00 10068.75 623.75 624 64166.25 64166 54792.00 54792

16 2.3 (A) Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (A) In area of non-thorny jungle Sqm 5 0 0 0 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0.00 0 0.00 0

17 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 63 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0.00 0.00 0 0.00 0 0.00 0 290.00 300.00 10.00 630 1200.00 1600.00 400.00 25200 900.00 1000.00 100.00 6300 0.00 0.00 0.00 0 1093.00 1200.00 107.00 6741 295.00 300.00 5.00 315 4400.00 277200 3778.00 238014

18 11.1 Restoration of Rain Cuts :- Resstoration 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 compaction with plate compactor or power ramm Cum 215 0.000 0 164.075 35276 66.20 62 -3.91 -841 0.00 0.000 0.00 0 44.38 44 0.07 15 294.45 291.438 -3.01 -648 542.47 521.654 -20.82 -4475 412.87 410.904 -1.97 -423 708.74 750.748 42.01 9032 159.78 152.500 -7.28 -1565 144.70 145.218 0.52 111 2543.27 546804 2373.59 510322

19 11.2 (II) Maintenance of shoulder (stripping of excess material) Stripping excess material from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903 Sqm 20 0 0.00 0 0 0.00 0 0.00 0.00 0 0 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0 0.00 0

20 11.2 (I) Maintenance of shoulder (filling with fresh selected material) 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 37 0 3862.50 142913 2010 2010.00 74370 0.00 0.00 0 2190 2190.00 81030 15750.00 15750.00 582750 8212.50 8212.50 303863 8010.00 8010.00 296370 3300.00 3300.00 122100 8580.00 8580.00 317460 0.00 0.00 0 51915.00 1920855 0.00 0

21 7.31 Wearing course M30 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 9091 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0 0.00 0

22 6.7 Cement Concrete cell fill Pavement Construction of un-reinforced, dowel 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 levelling 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 debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints,admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to linesand grade as per drawing and Technical Specification Clause 1501 Cum 5836 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0 0.00 0

23 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 5097 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0 0.00 0

24 9.2 (A) Cautionary, mandatory, informatory direction and place identification sign boards. 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 4729 8.21 38816 5.76 27239 3.87 4 0.45 2128 0.00 7 6.95 32857 4.56 5 0.91 4313 11.56 15.12 3.56 16835 11.53 16.63 5.10 24127 10.52 13.72 3.20 15114 5.26 3.96 -1.30 -6148 11.22 11.88 0.66 3121 8 10.80 2.75 13005 102.82 486217 66.57 314810

25 9.8 (i) 5th 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 ii) Ordinary Kilometer Stone Each 3700 0.00 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0 0.00 0

26 9.8 (ii) 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 ii) Ordinary Kilometer Stone Each 2194 4.00 8776 3.00 6582 3.00 3 0.00 0 0.00 3 3.00 6582 3.00 3 0.00 0 6.00 6.00 0.00 0 6.00 6.00 0.00 0 5.00 5.00 0.00 0 3.00 3.00 0.00 0 5.00 5.00 0.00 0 4 4.00 0.00 0 45.00 98730 35.00 76790

27 9.8(iii) 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 (iii) 200 m stone (precast) Each 463 9.00 4167 6.00 2778 4.00 4 0.00 0 0.00 8 8.00 3704 6.00 6 0.00 0 16.00 16.00 0.00 0 19.00 19.00 0.00 0 16.00 16.00 0.00 0 4.00 4.00 0.00 0 13.00 13.00 0.00 0 12 12.00 0.00 0 113.00 52319 90.00 41670

28 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 472 92.00 43424 96.00 45312 70.00 72 2.00 944 0.00 116 116.00 54752 85.00 92 7.00 3304 160.00 168.00 8.00 3776 220.00 278.00 58.00 27376 198.00 229.00 31.00 14632 60.00 66.00 6.00 2832 190.00 198.00 8.00 3776 120 120.00 0.00 0 1527.00 720744 1103.00 520616

29 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 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 13749 1.00 13749 1.00 13749 1.00 1 0.00 0 1.00 1 0.00 0 1.00 1 0.00 0 1.00 1.00 0.00 0 1.00 1.00 0.00 0 1.00 1.00 0.00 0 1.00 1.00 0.00 0 1.00 1.00 0.00 0 1 1.00 0.00 0 11.00 151239 9.00 123741

30 9.15(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 14015 1.00 14015 1.00 14015 1.00 1 0.00 0 1.00 1 0.00 0 1.00 1 0.00 0 1.00 1.00 0.00 0 1.00 1.00 0.00 0 1.00 1.00 0.00 0 1.00 1.00 0.00 0 1.00 1.00 0.00 0 1 1.00 0.00 0 11.00 154165 9.00 126135

32 7.1(i)(i) 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. Cum 253 450.31 113928 0.00 0 0 0.00 0 21.75 120 98.25 24857 0 0.00 0 0.00 0.00 0 65.27 300.00 234.74 59388 116.54 360.00 243.46 61595 300.00 300.00 75900 0.00 0.00 0 20.00 20.00 5060 1550.31 392228 203.56 51499

33 7.3(ii) Bedding for Causeway / pipes Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 Cum 911 1.60 1457 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 3.60 3.60 3280 5.20 4737 0.00 0

34 7.6 (A) Providing and lying reinforced cement concret pipe NP3 for culverts on first class bedding of granular material in single row including fixing coller with cement morter 1:2 but including excavation works backfilling concrete and masonary field crossing 600 mm dia M 2928 0.00 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 20.00 20.00 58560 20.00 58560 0.00 0

35 7.6 (,C) Providing and lying reinforced cement concret pipe NP3 for culverts on first class bedding of granular material in single row including fixing coller with cement morter 1:2 but including excavation works backfilling concrete and masonary field crossing 300 mm dia M 1129 0.00 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0 0.00 0

36 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 3811 10.80 41159 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0.00 0.00 0 108.00 108.00 411588 144.00 144.00 548784 144.00 144.00 548784 0.00 0.00 0 0.00 0.00 0 406.80 1550315 0.00 0

37 11.6 Maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1907 M 3 0.00 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 300.00 300.00 900 300.00 900 0.00 0

38 11.15 Repair old joints sealant Removal of existing sealant and re sealing of construction, longitudinal or expansion joints in concrete pavement with fresh sealant material M 32 133.33 4267 152.00 4864 141 141.33 4523 0 0.00 0 211 210.67 6741 0.00 0.00 0 258.67 258.67 8277 66.67 66.67 2133 0.00 0.00 0 117.33 117.33 3755 84.00 84.00 2688 1164.00 37248 0.00 0

39 11.7 (i) Maintenance of hume pipe cluverts by way of clearing erosion repair, repairs to cracks parapet wall and protection work as per drawing and Technical Specification Clause 1908 Each 925 0.00 0 1.00 925 1 1.00 925 0 0.00 0 0 0.00 0 3.00 3.00 2775 1.00 1.00 925 1.00 1.00 925 0.00 0.00 0 3.00 3.00 2775 5.00 5.00 4625 15.00 13875 0.00 0

40 11.7 (ii) Maintenance of Slab cluverts by way of clearing erosion repair, repairs to cracks parapet wall and protection work as per drawing and Technical Specification Clause 1909 Each 1979 0.00 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0.00 0.00 0 8.00 8.00 15832 5.00 5.00 9895 2.00 2.00 3958 0.00 0.00 0 1.00 1.00 1979 16.00 31664 0.00 0

42 9.7 Painting lines, Dashes, Arrows, etc. on Roads in Two Coats on Old Work Painting lines, dashes, arrows, etc. on roads in two coats on old work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and technical specification Clause 1702 Sqm 77 0.00 0 20.68 1592 21 20.68 1592 0 0.00 0 0 0.00 0 62.04 62.04 4777 186.12 186.12 14331 124.08 124.08 9554 41.36 41.36 3185 62.04 62.04 4777 124.08 124.08 9554 641.08 49363 0.00 0

43 7.10(II) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Cum 3731 72.17 269251 0.00 0 0 0.00 0 6.00 16 10.00 37310 0 0.00 0 0.00 0.00 0 17.94 40.00 22.06 82291 16.39 48.00 31.61 117937 40.00 40.00 149240 0.00 0.00 0 0.00 0.00 0 216.17 806515 40.33 150486

44 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 3848 296.44 1140682 0.00 0 0 0.00 0 45.90 108 62.10 238961 0 0.00 0 0.00 0.00 0 77.82 270.00 192.18 739501 55.85 324.00 268.15 1031841 270.00 270.00 1038960 0.00 0.00 0 0.00 0.00 0 1268.44 4880938 179.57 690993

45 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 Rmt 239 70 16730 0 0 0 0.00 0 10.00 40 30.00 7170 0 0.00 0 0 0.00 0 100 100.00 23900 13.00 120 107.00 25573 100 100.00 23900 0 0.00 0 0 0.00 0 430.00 102770 23.00 5497

46 7.23(ii) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (i) Granular Materials Cum 732 163.66 119800 0.00 0 0 0.00 0 62 62.40 45677 0 0.00 0 0.00 0.00 0 156.00 156.00 114192 187.20 187.20 137030 156.00 156.00 114192 0.00 0.00 0 0.00 0.00 0 725.26 530891 0.00 0

47 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 with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(B)1000 mm dia Rmt 4632 7.5 34740 0 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 0 0.00 0 7.50 34740 0.00 0

48 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 (II) P.C.C grade M 20 (Nominal mix (1:2:4) Cum 4316 194.6924319 840293 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 194.69 840293 0.00 0

49 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) Cum 5223 61.472 321068 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 61.47 321068 0.00 0

50 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MT 54560 4.3 234608 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 4.30 234608 0.00 0

51 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. (B) Cement Concrete Cum 410 119.52 49003 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 119.52 49003 0.00 0

52 2.6 (C) 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. (C) Reinforced Cement Concrete Cum 1045 82.8 86526 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 82.80 86526 0.00 0

Total 247420 Total 0 Total 0 Total 240470 Total 0 Total 0 Total 0 Total 0 Total 0 Total 0 Total 0 Total 487890

Total 133500 Total 194670 Total 126630 Total 247390 Total 137970 Total 793800 Total 689850 Total 672840 Total 207900 Total 540540 Total 553110 Total 4298200

Total 51250 Total 58425 Total 54325 Total 20500 Total 80975 Total 0 Total 99425 Total 25625 Total 0 Total 45100 Total 32290 Total 467915

SUB TOTAL Including GST 18% PART A+PART B+Emergency work 10%+Maintenece 0 6461473 2054126 447472 2416861 516350 2234050 3770797 8109394 3944465 4177388 7404591 55253419

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A. C.G.R.R.D.A. C.G.R.R.D.A.

PIU-Korba PIU-Korba PIU-Korba