NIT 1208 Construction of CC Road Under MMGGPY PKG NO MMGGPY-SRJP-23(05 work) District-Surajpur

MUKHYA MANTARI GRAM GAURAV PATH YOJANA, SURAJPUR

Package No. MMGGPY-SRJP-23 No. of Road:-05 Block:- Bhaiyathan, Surajpur & Ramanujnagar

Sl. No. SOR No. Particulars Rate (Rs) Unit Panchyat Bhawan Se Majholipara Tak C. C. Road, Village Jamdi Prathmik Shaala Kunjngara Jharpara To Bimkeshwar Baadi Tak, Village Kunjnagar Panchayat Bhawan Marg Paneri Ransai Ghar se Lekar Vijay Gupta Ghar Tak C.C. Road Cum Drain, Village Bundiya Atal Chowk to Panchayat Bhawan C.C. Road Cum Drain, Village Maheshpur CC Road Cum Nali Nirman Barpara Marg, Village Rampur Total

Length 400m. Length 400m. Length 600m. Length 400m. Length 500m Length 2300m.

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 m Excavation 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 65.00 Cum 1080.00 70200 1080.00 70200 1620.00 105300 1080.00 70200 625.00 40625 5485.00 356525

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) 394.00 Cum 276.00 108744 307.00 120958 496.20 195503 312.50 123125 6.75 2660 1398.45 550989

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 1200.00 Cum 52.50 63000 36.00 43200 101.04 121248 67.70 81240 2.25 2700 259.49 311388

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 4614.00 Cum 55.50 256077 57.00 262998 101.40 467860 66.00 304524 0.00 0 279.90 1291459

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 4576.00 Cum 78.00 356928 152.00 695552 141.60 647962 80.00 366080 0.00 0 451.60 2066522

6 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 5M (I)P.C.C grade M 15 (Nominal mix (1:2.5:5) 4839.00 Cum 80.00 387120 80.00 387120 120.00 580680 80.00 387120 0.00 0 360.00 1742040

7 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 1129.00 RMT 30.00 33870 30.00 33870 30.00 33870 30.00 33870 22.50 25403 142.50 160883

8 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. 25.00 Cum 360.00 9000 360.00 9000 540.00 13500 360.00 9000 375.00 9375 1995.00 49875

9 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) 1772.00 Cum 315.00 558180 315.00 558180 472.50 837270 315.00 558180 449.13 795858 1866.63 3307668 98125 55.37528217

10 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 5889.00 Cum 320.00 1884480 320.00 1884480 480.00 2826720 320.00 1884480 400.00 2355600 1840.00 10835760

11 7.10(IV) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (IV) R.C.C grade M 20(Nominal mix (1:2.5:5) 5336 Cum 27.00 144072 36.00 192096 54.00 288144 36.00 192096 0.00 0 153.00 816408

12 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 73726 MT 2.61 192438 3.48 256584 5.22 384876 3.48 256584 0.00 0 14.79 1090482

13 7.22 Providing weephole in brick masony/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 an 317 NOS 50.00 15850 200.00 63400 30.00 9510 0.00 0 0.00 0 280.00 88760

14 9.16 Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings. 6626 each 1.00 6626 1.00 6626 1.00 6626 1.00 6626 1.00 6626 5.00 33130

15 9.15 (B)(I) Providing and fixing “Citizen Information Board/Maintenance Information board” of PMGSY Project (B) Providing and fixing of typical " PMGSY Citizen Information Board" made of brick/stone masonary of RCC as per drawings and specifications painted by standard colour as per drawing with lettering, border, heading, logo, arrows etc. using synthetic enamel paint of superior quality and all details as per standard drawings of PMGSY including excavation, concreting painting base, border and lettering, painting cross-section of road and other required details etc. complete as directed by Engineer-in-charge. (I) Brick/Stone Masonary 11229 each 1.00 11229 1.00 11229 1.00 11229 1.00 11229 1.00 11229 5.00 56145

16 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 18610.00 each 1.00 18610 1.00 18610 1.00 18610 1.00 18610 1.00 18610 5.00 93050

17 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 5285.00 sqm 2.43 12843 2.43 12843 0.81 4281 0.81 4281 2.43 12843 8.91 47089

18 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 0 0 0 0 0.00 0

(II) Ordinary Kilometer Stone (Precast) 2292 Each 2 4584 2 4584 2 4584 2 4584 2 4584 10.00 22920

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