NIT 1125 Construction of CC Road Under MMGGPY PKG NO MMGGPY-SRJP-22(07 works), District-Surajpur

MUKHYA MANTARI GRAM GAURAV PATH YOJANA, Surajpur

PACKAGE NO :- MMGGPY-SRJP-23

Village :- RAGDA, NAYANPUR,SANJAYNAGAR,KANTIPUR,CHAPDA,PENDARI,RAMKOLA LENGTH :- 2500 M

Block :- SURAJPUR,BHAIYATHAN,ODGI,PRATAPPUR GRAM PANCHYAT :- RAGDA, NAYANPUR,SANJAYNAGAR,KANTIPUR,CHAPDA,PENDARI,RAMKOLA

Distict :- SURAJPUR

Sl. No. SOR No. Particulars Unit Rate (Rs) MAIN ROAD TO VISHWAKARAM GHAR TAK RAMPHAL GHAR TO MANTIHAGHAR TAK PIPERDAND PARA CC ROAD RAMKOLA TO DEVI JHARIYA TAK DILESHWAR GHAR TO RADHE GHAR TAK PANKAJ GHAR TO ARJUN GHAR MANDAL GHAR TAK Panchwati Dhaba To Filter Plant tak CC Road Nirman TOTAL

Quantity Amount (Rs) Quantity Amount (Rs) Quantity Amount (Rs) Quantity Amount (Rs) Quantity Amount (Rs) Quantity Amount (Rs) Quantity Amount (Rs) Quantity Amount (Rs)

1 3.5 (ii) (iii) Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 mExcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 Cum 65.00 744.00 48360 372.00 24180 372.00 24180 930.00 60450 558.00 36270 372.00 24180 1302.00 84630 4650.00 302250 302250

2 7.1 (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. (I) Ordinary soil (i). Upto 3 m depth(For 300 mm Burried Condition) Cum 394.00 274.80 108271 182.40 71866 205.20 80849 301.65 118850 229.20 90305 127.20 50117 252.60 99524 1573.05 619782 619781.7

3 7.3 (ii) Bedding for Causeway/Pipes (II) Type B (First Class) Bedding Laying (First Class) bedding with well compacted sand, moorum or approved granular material as per Clause 1105 (ii) (D) 300 mm dia Cum 1200.00 3.00 3600 2.40 2880 2.40 2880 2.40 2880 3.00 3600 2.40 2880 2.40 2880 18.00 21600 21600

4 7.10 (i) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Cum 4614.00 33.60 155030 24.00 110736 26.40 121810 36.00 166104 28.80 132883 12.00 55368 16.80 77515 177.60 819446 819446.4

5 7.10 (II) Providing concrete for plain/ reinforced concrete in open foundations complet as per drawings and technical specification Clause 802,803,1202 & 1203 Cum 4576.00 100.80 461261 0.00 0 79.20 362419 108.00 494208 86.40 395366 36.00 164736 50.40 230630 460.80 2108621 2108620.8

7.18 (I) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m (I)P.C.C grade M 15 (Nominal mix (1:2.5:5) Cum 4839.00 91.20 441317 45.60 220658 45.60 220658 114.00 551646 68.40 330988 45.60 220658 159.60 772304 570.00 2758230 2758230

4 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 RMT 1129.00 37.50 42338 30.00 33870 30.00 33870 30.00 33870 37.50 42338 30.00 33870 30.00 33870 225.00 254025 254025

5 3.2 Compacting Original Ground / Existing Embankment Loosening, Levelling and Compacting original ground/existing embankment/supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. Cum 25.00 312.00 7800 156.00 3900 156.00 3900 390.00 9750 234.00 5850 156.00 3900 546.00 13650 1950.00 48750 48750

6 4.1(A) Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) 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 1772.00 312.00 552864 156.00 276432 156.00 276432 390.00 691080 234.00 414648 156.00 276432 546.00 967512 1950.00 3455400 3455400

8 6.5 Construction of Plain Cement Concrete Drain with P.C.C. grade M-15 including all shuttering/form work etc. complete as per drawings/technical specification and direction of engineer in charge. Cum 4970.00 81.60 405552 40.80 202776 48.00 238560 84.00 417480 61.20 304164 61.20 304164 178.50 887145 555.30 2759841 2759841

9 6.1 (ii) (ii)Construction of un-reinforced, jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying, primer, sealant, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 Cum 5889.00 320.00 1884480 160.00 942240 160.00 942240 400.00 2355600 240.00 1413360 160.00 942240 560.00 3297840 2000.00 11778000 11778000

10 9.14 (A) (II) Providing and Fixing Informtory and Logo Board of PMGSY Project Providing typical PMGSY informatory & logo board as per approved drawing & specifications, painted with enamel paint on both side of board, lettering, figuring, printing arrows, border, etc (A) with ready mix synthetic enamel paint of superior quality in required shed & colours. (II) PCC/RCC each 18610.00 2.00 37220 2.00 37220 2.00 37220 2.00 37220 2.00 37220 2.00 37220 2.00 37220 14.00 260540 260540

11 9.2(A) Cautionary, mandatory, informatory direction and place identification sign boards. (A)Semi-Reflective Traffic signs upto 0.90 sqm Direction and place indentification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and 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 4.05 21404.00 2.43 12843 2.43 12843 3.24 17123 4.86 25685.00 2.43 12843 4.05 21404 23.49 124145 124144.3

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

Sub Engineer Assistant Engineer Executive Engineer

Rural Development Division Rural Development Division Rural Development Division

CG.R.R.D.A. SURAJPUR CG.R.R.D.A. SURAJPUR CG.R.R.D.A. SURAJPUR