NIT 1187 PMGSY Road Renewal Maintenance PKG No CG 06-M 04 District- Sakti

COMBINED BOQ FOR PART-I IR, PART-II MAINTENANCE, PART-III RENEWAL WORK OF RURAL ROAD UNDEAR PMGSY

DISTRICT : SAKTI (CG)

PIU-SAKTI, PROJECT CIRCLE- RAIGARH

Name of Block :- Sakti

Length of Road:- 14.65 Km

Package No. :- CG06-M04

S. No. SOR Item No. Item of work Unit Rate ML04 NH49 TO TURRIDHAM ML03-ML048 MAIN ROPAD TO SAKRELIKALA TO JUDGA BOQ

Length 7.17 Length 7.48 Length 14.65

QTY AMT QTY AMT QTY AMT

Part-I BOQ of Initial Rehabitation (A)

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 3.00 7170.00 21510 7480.00 22440 14650.00 43950

2 11.1 Restoration of Rain Cuts Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specifications Clause 1902 Cum 273.00 11.44 3123 10.80 2948 22.24 6072

3 6.1 (ii) Cement Concrete Pavement Construction of un-reinforced, jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 Cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying, primer, sealant, Using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. Cum 5889.00 0.00 0 75.00 441675 75.00 441675

4 9.19(A) 9.19 Speed Breaker Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as directed by engineer in charge as per relevant clauses of MORD specifications. A For 7.50 M Formation Width Each 22547.00 4.00 90188 4.00 90188 8.00 180376

5 9.2 (A) Cautionary, mandatory, informatory direction and place identification sign boards. A Semi-Reflective Traffic signs up to 0.90 Sqm Direction and place identification signs up to 0.9 Sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC: 67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 Sqm 5285.00 12.48 65957 13.18 69656 25.66 135613

6 9.8 (i) Kilometer Stone Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (I) 5th Kilometer Stone (precast) Each 3947.00 1.00 3947 1.00 3947 2.00 7894

7 9.8 (ii) Kilometer Stone Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (II) Ordinary Kilometer Stone (Precast) Each 2292.00 8.00 18336 8.00 18336 16.00 36672

8 9.8(iii) Kilometer Stone Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (III) 200 m stone (precast) Each 660.00 29.00 19140 30.00 19800 59.00 38940

9 9.17 9.17 Providing and fixing guard stones 200 x 200 x 900 mm made of precast RCC M20 grade fixed at 300 mm into the ground in P.C.C. 1:3:6 blocks of size 400 x 400 x 400 mm and given two coats of paint with white and black bands including excavation. Each 525.00 112.000 58800 77.000 40425 189.00 99225

10 9.14 (B) Providing and Fixing Informatory and Logo Board of PMGSY Project (B) Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 Each 18610.00 1.00 18610 1.00 18610 2.00 37220

11 9.15 (A) Providing and fixing “Citizen Information Board/Maintenance Information board” of PMGSY Project (A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos. 1m long, fixed with angle iron 50x50x5 mm MS angle on the back Each 14010.00 1.00 14010 1.00 14010 2.00 28020

12 9.16 9.16 Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings. Each 6626.00 4.00 26504 4.00 26504 8.00 53008

13 7.6 (A) Providing and laying reinforced cement concrete pipe NP3 for Culverts/ Burried conduits on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. (A) 600 mm dia M 2928.00 70.00 204960 60.00 175680 130.00 380640

14 7.6 (D) Providing and laying reinforced cement concrete pipe NP3 for Culverts/ Burried conduits on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. (D) 300 mm dia M 1129.00 50.00 56450 50.00 56450 100.00 112900

15 11.7 (i) (I) Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 One No. Hume Pipe 1448.00 15.00 21720 6.00 8688 21.00 30408

16 11.7 (ii) (II) Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clause 1908 Per Culvert 3053.00 2.00 6106 3.00 9159 5.00 15265

17 11.13 White washing two coats on parapet walls of CD and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915 Sqm 26.00 850.00 22100 450.00 11700 1300.00 33800

Part-I BOQ of Initial Rehabitation Total 651461 1030217 1681678

Part-III BOQ For Renewal Work ( C )

1 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 up to a lead of 1000 m as per technical specification Clause 1903 Sqm 49.00 14400.00 705600 15000.00 735000 29400.00 1440600

2 3.1 Scarifying Existing Granular bituminous Surface Scarifying the existing bituminous road surface and disposal of scarified material with a lift up to 3 m and lead up to 1000 m as per Technical Specification Clause 301.4. Sqm 13.00 275.00 3575 550.00 7150 825.00 10725

3 4.8 Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. Cum 1887.00 61.875 116758 123.750 233516 185.63 350274

4 5.1 5.1 Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/Sqm using mechanical means as per Technical Specification Clause 502 Sqm 62.00 275.00 17050 550.00 34100 825.00 51150

5 11.14(1) (i) Periodical Renewal to existing bituminous surface 1 Open graded Premix carpet 20 mm thick (I) Tack coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per Sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. Sqm 21.00 35385.35 743092 35960.10 755162 71345.45 1498254

6 5.6 Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. Bitumen(S-65) VG-30 Cum 8207.00 1769.270 14520399 1798.005 14756227 3567.28 29276626

7 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 0.09 mm (Type-A) or 13.2 mm to 0.09 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 507, Viscosity grade (VG) Bitumen specification as per IS 73:2006 Type B (II) Bitumen (VG-30) Sqm 191.00 35385.35 6758602 35960.10 6868379 71345.45 13626981

8 9.18 9.18 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound as per MoRTH Grade 2.5 mm thick including reflectorizing glass beads @ 250 gms per Sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-1997. The finished surface to be level, uniform and free from streaks and holes. Sqm 627.00 350.00 219450 550.00 344850 900.00 564300

Part-III BOQ For Renewal Work Total 23084526 23734384 46818911

Part - II :- BOQ OF ANNUAL ROUTINE MAINTENANCE WORK'S (B)

BT Surface Routine Mantenance for 1st Year after Renewal of Road Km 32000 6.370 203840 6.410 205120 12.78 408960

Routine Mantenance for 2nd Year after Renewal of Road Km 34000 6.370 216580 6.410 217940 12.78 434520

Routine Mantenance for 3rd Year after Renewal of Road Km 42000 6.370 267540 6.410 269220 12.78 536760

Routine Mantenance for 4th Year after Renewal of Road Km 62000 6.370 394940 6.410 397420 12.78 792360

Routine Mantenance for 5th Year after Renewal of Road Km 100000 6.370 637000 6.410 641000 12.78 1278000

Maintanace Total 270000 1719900 1730700 3450600

CC Surface Routine Mantenance for 1st Year after Renewal of Road Km 21000 0.800 16800 1.070 22470 1.87 39270

Routine Mantenance for 2nd Year after Renewal of Road Km 21000 0.800 16800 1.070 22470 1.87 39270

Routine Mantenance for 3rd Year after Renewal of Road Km 21000 0.800 16800 1.070 22470 1.87 39270

Routine Mantenance for 4th Year after Renewal of Road Km 21000 0.800 16800 1.070 22470 1.87 39270

Routine Mantenance for 5th Year after Renewal of Road Km 21000 0.800 16800 1.070 22470 1.87 39270

Maintanace Total 21000 84000 112350 196350

Total Part- II BOQ for Annual Routine Maintenance 1803900 1843050 3646950

Say Total Cost (A+B+C) 255.40 266.08 521.48

Grand Total 301.37 313.97 615.34

Sub Engineer Assistant Engineer Executive Engineer

PIU CGRRDA Sakti PIU CGRRDA Sakti PIU CGRRDA Sakti

Dstt. Sakti (CG) Dstt. Sakti (CG) Dstt. Sakti (CG)