NIT 1206 Cons. &Main. Long Span Bridge under PMJANMAN PKG No CGLSB 02-09 District-Bilaspur

Package No. - CG LSB-02-09

Sr. no. SOR Item No. BOQ Description Unit Rate HIGH LEVEL BRIDGE ACROSS JHALWAN NALLA ON BAGDHARA SARGOD ROAD TO GAURKHURI AT CH. 650 (LENGTH - 45.00 M) HIGH LEVEL BRIDGE ACROSS SARGOD NALA ON KURDAR TO CHIKHLADABRI ROAD AT CH. 2300 M (LENGTH - 45.00 M) BRIDGE ACROSS NALLA ON BAGDHARRA SARGOD TO GAURKHURI AT CH 500 M (LENGTH - 51.42 M) Total

RATE Quantity Amount Quantity Amount Quantity Amount Quantity Amount

PART-A DIVERSION

1 2.3 (A) 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 5.00 0.00 0.00 0.00 0.00 1556.00 7780 1556.00 7780.00

2 3.12 (a) Construction of subgrade and earthen shoulders with approved material (Granular material having CBR not less than 7) 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.For Item No.3.12(a) & (b) cum 180.00 0.00 0.00 0.00 0.00 291.00 52380 291.00 52380.00

3 4.7 (2) Providing, laying, spreading and compacting mechanically crushed stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. cum 1415.00 0.00 0.00 0.00 0.00 61.00 86315 61.00 86315.00

4 3.4 (ii) Construction of embankment with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 (Beyond 250m)with all leads as per Technical Specification Clause 301.5(Having CBR more than 5) cum 176.00 1215.0 213,840 891.0 156,816 233.00 41008 2339.00 411664.00

5 4.1 Granular Sub-base with Well Graded Material (Table 400.1) Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. cum 650.00 121.5 78,975 110.0 71,500 123.00 79950 354.50 230425.00

6 9.2 (B) Semi-Reflective Traffic signs more than 0.90 sqm sign board. Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS 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 4667.00 0.00 0.00 0.00 0.00 2.00 9334 2.00 9334.00

7 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 1478.00 56.3 83,138 55.0 81,290 0.00 0 111.25 164427.50

8 7.1(II) Excavation for Structure of 600mm pipes 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 253.00 0.00 0.00 0.00 0.00 69.00 17457 69.00 17457.00

9 7.5 (B) Laying Reinforced Cement Concrete Pipe NP4 as per technical specification Clause 1402.6 Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding in single row including fixing with cement mortar 1:2 but excluding excavation, bedding protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. RM 4839.00 0.00 0.00 0.00 0.00 30.00 145170 30.00 145170.00

10 7.8 (I) 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. Nos 911.00 0.00 0.00 0.00 0.00 11.00 10021 11.00 10021.00

11 7.23 (I) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. Granular Material cum 732.00 0.00 0.00 0.00 0.00 29.00 21228 29.00 21228.00

12 7.4 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 in single row including fixing with cement mortar 1:2 but excluding excavation, bedding protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. m 4632.00 90.00 416,880 90.00 416,880 0.00 0.00 180.00 833760.00

1 1.3 (ii) Cleaning and Grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevent clauses of section 200. Hact 36612.00 0.000 0.000 0.000 0.000 4.303 157558 4.303 157558.00

2 2.1 A Excavation for Structures ( Earthwork in excavation of foundation of structures as per drawing and technical specification . Ordinary Soil (i) upto 3m depth cum 131.40 2225.640 292,449 1703.640 223,858 3655.83 480,376 7585.11 996683.45

Ordinary Rock (iii) Above 6m depth cum 221.40 0.000 0.000 52.057 11,525 0.00 0.00 52.06 11525.34

Dewatering 0.00 0.00 0.00 0.00

Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition). cum 26.28 0.000 0.000 0.000 0.000 3655.83 96,075 3655.83 96075.21

3 2.1 A Add extra in rates of dewatering of above items if dewatering is resorted. Ordinary Soil (i) upto 3m depth cum 157.68 145.913 23,008 171.406 27,027 0.00 0.00 317.32 50034.86

Ordinary Rock (iii) Above 6m depth cum 265.68 0.000 0.000 52.057 13,830 0.00 0.00 52.06 13830.40

4 2.1 A The cost of shoring and shuttering, when needed, be added at 1 percent on cost of excavation for open foundation. Ordinary Soil (i) upto 3m depth cum 1.31 2225.640 2,916 1703.640 2,232 0.00 0.00 3929.28 5147.36

Ordinary Rock (iii) Above 6m depth cum 2.21 0.000 0.000 52.057 115 0.00 0.00 52.06 115.05

5 2.2 Filling annular space around footing in rock ( lean cement concrete 1:3:6 nominal mix m 4152.00 61.55 255,562 61.55 255,562 0.00 0.00 123.10 511123.54

6 2.6 A Plain / Reinforced cement concrete in open foundation (complete as per drawing and specification ) Using concrete Mixer

7 2.6 A Plain / Reinforced cement concrete in open foundation (complete as per drawing and specification ) Using concrete Mixer

8 2.6 A (v) Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. cum 4767.30 0.00 0.00 0.00 0.00 185.03 882082.00 185.03 882082.00

Reinforced Cement Concrete in foundations - M30

9 L.S. SAFE BEARING CAPACITY TEST Nos 3000.00 4.00 12,000 4.00 12,000 0.00 0.00 8.00 24000.00

10 2.24 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600. (Fe -500) MT 61823.70 36.93 2,283,274 29.19 1,804,756 23.66 1462697 89.78 5550727.00

11 2.25 Exploratory boring

Taking trail boring 100mm dai. For detailed investigation with diamound drill double tube in all sorts of soil like sand,soft soil, ,moorum, gravels, boulders and soft rock including all materials such as casing pipes, accessories, grease and other such materials and or as required including conveying the loose sample and core sample serially numbered at the site of work and conveying the head quarters of concerned office as directed and submission of detailed bore log sheet as per I.R.C. 78-2014 and section 2400 including testing of sample as per specification.

12 2.25 A Taking trail boring 100mm dia. For detailed investigation with diamond drill double tube in all type of Hard rock including all material such as casing pipes, grease and other such material and or as required including accessories,coveying such material and machinery to site of work preserving the loose sample and core samples serially numbered at the site of work and conveying same to the head quarters of concerned office as directed and submission of detailed bore log sheet as per I.R.C.78-2014 and section 2400 including testing and preserving rock core sample in core boxes as per specification. RM 0.00 0.00 12.00 52440

13 2.25 B Taking trail boring 100mm dia. For detailed investigation with diamond drill double tube in all sorts of soil like sand,soft soil , moorum,gravels, boulders and soft rock including all material such as casing pipes, accessories, grease and other such material and or as required including coveying such material and machinery to site of work preserving the loose sample and core samples serially numbered at the site of work and conveying same to the head quarters of concerned office as directed and submission of detailed bore log sheet as per I.R.C.78-2014 and section 2400 including testing of samples as per specification. RM 2096.00 18.00 37,728 24.00 50,304 0.00 0.00 42.00 88032.00

1 3.6 Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200

2 3.7 Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200 (Fe -500) tonne 62101.80 69.17 4,295,387 59.11 3,670,841 51.50 3198181 179.78 11164409.00

3 3.8 Providing weepholes in Brick masonary / Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing face . Complete as per drawing and technical specification and as per clause 2706 and 2200 meter 288.90 148.99 43,058 119.31 34,481 183.68 53066 451.98 130605.15

4 3.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200 (i) Granular material cum 814.50 924.55 753,508 781.92 637,263 519.48 423116 2225.95 1813887.46

5 3.10 Providing & laying of filter media with granular materials /stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH specification to a thickness of not less than 600 mm with smaller towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. cum 1733.40 184.00 318,872 188.00 325,804 93.07 161331 465.07 806007.00

6 3.14 Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications section 2000 and 2200 towards the soil and bigger size towards the wall and cum 0.90 117000.0 105,300 117000.0 105,300 0.00 0.00 234000.00 210600.00

1 4.1 B Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 B. RCC Grade M 30 (II)SUPER - STRUCTURE II For T-beam & slab (a) Using Concrete Mixer

(i) HSD bars reinforcement in Superstructure cum 6275.70 0.00 0.00 0.00 0.00 150.37 943667 150.37 943667.00

2 3.4 (II)- Road-2018 CGRRDA Construction of embankment with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 (Beyond 250m)with all leads as per Technical Specification Clause 301.5(Having CBR not less than 5) cum 176.00 0.00 0.00 0.00 0.00 331.30 58309 331.30 58309.00

3 4.2 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications ( Fe -500 ) tonne 63090.90 42.39 2,674,496 44.30 2,795,200 16.54 1043557 103.24 6513253.21

4 4.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specification cum 10662.30 32.06 341,850 36.00 383,832 22.16 236303 90.22 961985.38

22 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications as per relevant clauses of section 1500, 1600, 1700 and 2703 (vide drawing No. SD/202, SD/304)

6 4.6 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. (vide drawing No. SD/201, SD/304) meter 1637.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

7 4.9 Drainage Spouts complete as per drawing and Technical specifications of section 2705 each 1806.30 20.00 36,140 17.00 30,719 22.00 39739 59.00 106598.00

8 4.10 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700 cum 3993.30 12.70 50,712 12.70 50,712 8.82 35221 34.22 136645.28

9 4.11 Providing and laying M-30 grade Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification and as per relevant sections 1500, 1600, 1700 and 2704 cum 8520.30 30.24 257,645 30.24 257,645 17.64 150298 78.12 665587.60

Providing & fixing 20 mm thick compressible fiber board ( 12 m long x 25 cm deep ) in expansion joint complete as per drawing & Technical Specification. 75.60 1487354.00

11 4.18 Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifi cations to be installed by the manufacturer/supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation.) meter 10012.00 33.60 336,403 33.60 336,403 0.00 0.00 67.20 672806.40

12 4.21 Painting on concrete surface of R.C.C. Railing (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) sqm 135.90 406.80 55,325 406.80 55,325 204.79 27831 1018.39 138480.60

13 4.22 Providing and fixing in position Granite plates of size 0.9 m.x 1.2 m. with inscribed details as perdetails drawings . Nos 4500.00 2.00 11,880 2.00 11,880 1.00 4500 5.00 28260.00

14 5.1 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification as per relevant clauses of section 2503 cum 2171.70 0.00 0.00 0.00 0.00 285.02 618978 285.02 618978.00

15 5.4 B Cement Concrete Blocks Of Size 0.3x0.3x0.3 m Cast In Cement Concrete Of Grade M15 cum 4234.50 0.00 0.00 0.00 0.00 68.91 291819.00 68.91 291819.00

Providing and lying Pitching on slopes laid over prepared filter media in front of toe of embankement complete as per drawing and technical specification as per section 2504.

16 5.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification including trimming of slopes to proper profile and preparation of bed as per section 2504. cum 1871.10 0.00 0.00 0.00 0.00 45.94 85964.00 45.94 85964.00

17 5.10 Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. cum 2228.40 0.00 0.00 0.00 0.00 432.00 962669.00 432.00 962669.00

18 4.24 Testing of span of bridge for deflection due to live load with platform for loading arrangements, apparatus for measurement etc. complete as per drawing and specifications (As per I.R.C.S.P.51) tonne 765.00 77.00 58,905 77.00 58,905 0.00 0 154.00 117810.00

19 9.2 A Road ‐2018 CGRRDA 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 4729.00 0.00 0.00 0.00 0.00 2.00 9458 2.00 9458.00

20 9.14 B Road ‐2018 CGRRDA 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. Nos 13749.00 0.00 0.00 0.00 0.00 1.00 13749 1.00 13749.00

21 9.2 B Road ‐2018 CGRRDA Semi-Reflective Traffic signs more than 0.90 sqm sign board Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS 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 4667.00 0.00 0.00 0.00 0.00 2.00 9334 2.00 9334.00

22 9.5 Road ‐2018 CGRRDA Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 sqm 105.00 0.00 0.00 0.00 0.00 849.33 89180 849.33 89180.00

PART-A GRAND TOTAL BRIDGE COST 19992976 18140980 19139826 57273782 57273782

1 3.4 (ii) (ii) Construction of embankment with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 (Beyond 250m)with all leads as per Technical Specification Clause 301.5(Having CBR more than 5) cum 176.00 2218.64 390,481 2014.73 354592 0.00 0.00 4233.37 745073.31

2 3.4 (i) Construction of embankment with approved material obtained form borrow pits, transported to site, spreading, grading to required slopes and compacting to meet requirement of Tables 300.1 & 300.2 with a lead up to 250 m as per technical specifications clause 301.5 cum 170.00 0.00 0.00 0.00 0.00 3217 546890 3217.00 546890.00

2 3.5 (i) Excavation for roadway in soil for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 cum 65.00 0.00 0.00 0.00 0.00 774 50310 774.00 50310.00

3 3.12 (a) Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material (Granular material having CBR more than 7) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1. cum 180.00 187.88 33,818 346.20 62316 0.00 0.00 534.08 96133.50

4 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 200.00 0.00 0.00 0.00 0.00 159 31800 159.00 31800.00

5 4.1 (a) Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing close graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401.A Plant mix method (with Mechanically crushed stone only) (ii) for grading- II Material cum 650.00 125.25 81,413 315.84 205296 225 146250 666.09 432958.50

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 1478.00 62.63 92,560 157.92 233406 0.00 0.00 220.55 325965.51

7 4.6 Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.)

8 4.12 Construction of hard shoulders as per Technical Specification Clause 407. Construction of hard shoulder with granular material having CBR value not less than 15 including all leads & lift, watering & compaction with smooth wheeled roller to achieve the desired density as per technical specification clause 407 & 401. cu.m. 358.00 62.91 22,522 85.04 30444 0.00 0.00 147.95 52966.10

9 5.1 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 43.00 0.00 0.00 0.00 0.00 750.00 32250 750.00 32250.00

10 5.2 (ii) 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 13.00 0.00 0.00 0.00 0.00 750.00 9750 750.00 9750.00

11 5.3 (ii) Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back 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 smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) Sqm 122.00 0.00 0.00 0.00 0.00 750.00 91500 750.00 91500.00

12 5.5 (i) 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 and B seal coats) Sqm 56.00 0.00 0.00 0.00 0.00 750.00 42000 750.00 42000.00

13 6.1 (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. cu.m. 5097.00 125.25 638,399 230.80 1176388 0.00 0.00 356.05 1814786.85

14 10.5 (II) Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Cement concrete blocks of size as per Table 1300.2 cast in Cement concrete of grade M 15 cu.m. 4356.00 410.18 1,786,742 465.49 2027658 240.00 1045440 1115.67 4859839.12

15 10.6 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical Clause 1302 cu.m. 1660.00 205.09 340,449 232.74 386353 119.00 197540 556.83 924342.40

16 7.7 Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 Nominal Mix 1:3:6(with 40mm Graded metal cu.m. 3648.00 32.40 118,195 0.00 0.00 0.00 0.00 32.40 118195.20

17 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) cum 3638.00 5.40 19,645 0.00 0.00 0.00 0.00 5.40 19645.20

18 10.11 Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 cum 3648.00 229.68 837,873 361.92 1320284 0.00 0.00 591.60 2158156.64

Cement concrete grade M 10 in case of concrete block P.C.C grade M 10 (Nominal mix 1:3:6) 229.68

19 9.2 1 (B) Providing and erecting direction and place identification of Retro reflective sheeting classs A/ class B sign boards type IV as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message,letters, figures with reflective tape of engineering grade as per MORI)specifications ofrequired shade and colour. Supported and welded on twonos.47 mm x 47 mm of 12 SWG square tube of 3050 mm height duty strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed tothe ground by means of properly designed foundations with M-15 gradecement concrete 450 mm x 450 mm x 600 mmr 600 mm below ground level asper approved drawing and Technical Specification Clause 1701 Sqm 6244.00 0.72 4,496 0.72 4496 0.00 0.00 1.44 8991.36

20 9.21 (A) A typical design of PMGSY informatory Sign Board is shown in fig. 12ffi.1 The specification and installation details ofthe typical sign board are given below: A typical design of PMGSY informatory Sign Board is shown in fig. 12ffi.1The specification and installation details ofthe typical sign board are givenbelow:(i) The board will be a composite unit consisting of three plates of AlumininmComposite Materials (ACM), material specifications are per Clause 1701.3.7 The top most plate will be in diamond shape of 600 mn x 600 mm sizr, rivetedover welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size on back onedges. The middle plate will be 1200 mm 150 mm size riveted over welded rvr.s.angle iron frame of 25 mm x 25 nm x 5 mm size on back on edges. The main ower most plate wiII be 1500 mn x 600 mm size, riveted over welded each 17699.00 1.00 17,699 1.00 17699 0.00 0.00 2.00 35398.00

21 9.15(A) Providing and fixing 'Citizen 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 14015.00 1.00 14,015 1.00 14015 1.00 14015 3.00 42045.00

22 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 1 6,626 1.00 6626 0.00 0.00 2.00 13252.00

23 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. Nos 472.00 138 65,136 138 65136 0.00 0.00 276.00 130272.00

24 8.6 (iii) HYSD steel bars Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 T 58850.00 1.48 87,004 2.33 137097 0.00 0.00 3.81 224100.84

25 11.13 Painting on Concrete Surfaces 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 17.00 62.10 1,056 62.10 1056 0.00 0.00 124.20 2111.40

Total Construction Cost (PART-A + Part B) 24551103 24183841 21523644 70258587

Total Construction Cost with GST 28970301 28536932 25397900 82905132

Maintainance Cost with GST 724258 713423 649932 2087613

Total Construction Cost with Maintainance 29694558 29250356 26047832 84992746

Sub Engieer Assistant Engieer Executive Engineer

CGRRDA,PIU-BILASPUR CGRRDA,PIU-BILASPUR CGRRDA,PIU-BILASPUR

Distt. -BILASPUR ( C.G.) Distt. -BILASPUR ( C.G.) Distt. -BILASPUR ( C.G.)

Comperative Statement

ISSUED BY ENGINEER IN-CHIEF C.G.P.W.D RAIPUR

INFORCE FORM 01.01.2016

COMPRETIVE STATEMENT FOR HIGH LEVEL BRIDGE ACROSS

REVISED ESTIMATE FOR HIGH LEVEL BRIDGE ACROSS GHUNGHUTA RIVER BRIDGE ON LAKHANPUR TO PARSODIKALA AT. CH.- 4550 M.(CG05077)

7 SPAN @ 21.43 M = 150 M., ABUTMENT 2 x 5.0 = 10 M. WALL TYPE PIER & R.C.C. BOX TYPE ABUTMENT

ISSUED BY CHIEF ENGINEER C.G.R.R.D.A. RAIPUR

INFORCE FORM 01.09.2014

Parsodikala Side =250.00 M. & Sukhari Side = 100.00 m.

Sr. no. Item Id BOQ Description Unit As Per DPR As per Revised/Actual Saving Excess Reason

Qty Rate Amount Qty Rate Amount Qty Rate Amount Qty Rate Amount

1 2.1 Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)

A Ordinary soil

(i) Up to 3m depth cum 3726.00 131.40 489596 #REF! #REF! #REF! #REF! 131.40 #REF! 0.00 131.40 0 कार्य स्थल पर OPEN FOUNDATION से PILE FOUNDATION कार्य होने के कारण मात्रा कम हो रही है।

(ii) 3m to 6 depth cum 1046.00 150.30 157214 0.00 150.30 0 1046.00 150.30 157214 0.00 150.30 0 कार्य स्थल पर OPEN FOUNDATION से PILE FOUNDATION कार्य होने के कारण मात्रा कम हो रही है।

(ii) Above 6 m depth cum 51.00 184.50 9410 0.00 184.50 0 51.00 184.50 9410 0.00 184.50 0 कार्य स्थल पर OPEN FOUNDATION से PILE FOUNDATION कार्य होने के कारण मात्रा कम हो रही है।

C Hard rock (requiring blasting) cum 552.00 721.80 398434 0.00 721.80 0 552.00 721.80 398434 0.00 721.80 0 कार्य स्थल पर OPEN FOUNDATION से PILE FOUNDATION कार्य होने के कारण मात्रा कम हो रही है।

Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition )

(i) Up to 3m depth cum 1104.00 26.28 29013 #REF! #REF! #REF! #REF! 26.28 #REF! 0.00 26.28 0 कार्य स्थल पर आवश्यकतानुसार कार्य होने के कारण मात्रा कम हो रही है।

(ii) 3m to 6 depth cum 784.00 30.06 23567 0.00 30.06 0 784.00 30.06 23567 0.00 30.06 0 कार्य स्थल पर OPEN FOUNDATION से PILE FOUNDATION कार्य होने के कारण मात्रा कम हो रही है।

(ii) Above 6 m depth cum 51.00 36.90 1882 0.00 36.90 0 51.00 36.90 1882 0.00 36.90 0 कार्य स्थल पर OPEN FOUNDATION से PILE FOUNDATION कार्य होने के कारण मात्रा कम हो रही है।

C Hard rock (requiring blasting) cum 552.00 144.36 79687 0.00 144.36 0 552.00 144.36 79687 0.00 144.36 0 कार्य स्थल पर OPEN FOUNDATION से PILE FOUNDATION कार्य होने के कारण मात्रा कम हो रही है।

2 2.3 Sand Filling in Foundation Trenches as per Drawing & Technical Specifications. cum 0.00 1110.60 0 #REF! 1110.60 #REF! 0.00 1110.60 0 #REF! 1110.60 #REF! दोनो अबटमेन्ट बाक्स टाईप होने के FILTER Media की जगह sand Filling लेने के कारण मात्रा बढ़ रही है।

3 2.6 A(i) Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. and technical specifications. A Using concrete mixer PCC Grade M15 cum 483.75 4151.70 2008385 #REF! #REF! #REF! #REF! 4151.70 #REF! 0.00 4151.70 0 कार्य स्थल पर आवश्यकतानुसार कार्य होने के कारण मात्रा कम हो रही है।

4 2.6 B(III) Plain cement concrete in sub-structure complete as per drawing and Technical Specifications (iii) RCC Grade M- 30 cum 623.84 5417.10 3379404 #REF! #REF! #REF! #REF! 5392.80 #REF! 0.00 5392.80 0 कार्य स्थल पर आवश्यकतानुसार RETAINING WALL कार्य होने के कारण मात्रा कम हो रही है।

5 2.16 Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing and specifications as per section 1200 and 1900. MT 0.00 65286.00 0 #REF! 65286.00 #REF! 0.00 65286.00 0 #REF! 65286.00 #REF! निर्माण स्थल में DESIGN LEVEL नीचे जाने से Pile Foundation देने के कारण मात्रा बढ़ रही है।

6 2.17 (iii) Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m as per section 1100 and 1700. cum 0.00 14123.70 0 #REF! 14123.70 #REF! 0.00 14123.70 0 #REF! 14123.70 #REF! निर्माण स्थल में DESIGN LEVEL नीचे जाने से PILE FOUNDATION देने के कारण मात्रा बढ़ रही है।

7 L.S. SAFE BEARING CAPACITY TEST Nos 0.00 3000.00 0 9.00 3000.00 27000 0.00 3000.00 0 9.00 3000.00 27000 निर्माण स्थल में हार्ड राँक नही मिलने से SAFE BEARING CAPACITY TEST की आवश्यकता होने के कारण मात्रा बढ़ रही है।

8 2.21 Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) in static load method only Lateral load test Each Test 0.00 67500.00 0 #REF! 67500.00 #REF! 0.00 67500.00 0 #REF! 67500.00 #REF! PILE FOUNDATION देने के कारण एक Dynomic Test होना आवश्यक है, जिस कारण मात्रा बढ़ रही है।

9 2.22 A (iii) Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specifications per clause 1100,1500 and 1700. RCC Grade M35 cum 0.00 5297.40 0 #REF! 5297.40 #REF! 0.00 5297.40 0 #REF! 5297.40 #REF! निर्माण स्थल में DESIGN LEVEL नीचे जाने से PILE FOUNDATION देने के कारण मात्रा बढ़ रही है।

10 2.23 Levelling course for Pile cap (Providing and laying of P.C.C.M-15 levelling course 100mm thick below the pile cap.) cum 0.00 4067.10 0 #REF! 4067.10 #REF! 0.00 4067.10 0 #REF! 4067.10 #REF! निर्माण स्थल में DESIGN LEVEL नीचे जाने से PILE FOUNDATION देने के कारण मात्रा बढ़ रही है।

11 2.24 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600. MT 0.00 61823.70 0 #REF! 61823.70 #REF! 0.00 61823.70 0 #REF! 61823.70 #REF! निर्माण स्थल में DESIGN LEVEL नीचे जाने से PILE FOUNDATION देने के कारण मात्रा बढ़ रही है।

12 2.25 Taking exploratory boring 100 mm dia. at the location of piers and abutments or for high embankments in approaches in all types of strata as per I.R.C. 78-2014 and section 2400 of specifications for collection of samples at different depth (rock sample and undisturbed soil sample) and test including preserving core samples as per specifications.

(i) Upto 1.0 m below bed level each 12.00 5355.90 64271 #REF! 5355.90 #REF! #REF! 5355.90 #REF! 0.00 5355.90 0 कार्य स्थल पर आवश्यकतानुसार कार्य होने के कारण मात्रा कम हो रही है।

(ii) Beyond 1.0 m upto 5.0 m depth meter 60.00 1170.00 70200 #REF! 1170.00 #REF! #REF! 1170.00 #REF! 0.00 1170.00 0 कार्य स्थल पर आवश्यकतानुसार कार्य होने के कारण मात्रा कम हो रही है।

(iii) Beyond 5.0 m depth meter 28.99 1327.50 38484 #REF! 1327.50 #REF! 0.00 1327.50 0 #REF! 1327.50 #REF! निर्माण स्थल में HARD ROCK नही मिलने के कारण मात्रा बढ़ रही है।

13 3.6 Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200

D(a)(iii) Height upto 5m (RCC Grade M30) cum 674.00 5733.00 3864042 #REF! 5733.00 #REF! #REF! 5733.00 #REF! 0.00 5733.00 0 PILE FOUNDATION देने के कारण के कारण मात्रा कम हो रही है।

E(a)(iii) Height upto 5m (RCC Grade M30) cum 373.00 5894.10 2198499 #REF! 5894.10 #REF! #REF! 5894.10 #REF! 0.00 5894.10 0 PILE FOUNDATION देने के कारण के कारण मात्रा कम हो रही है।

F(a)(iii) Height upto 10m (RCC Grade M30) cum 132.00 6175.80 815206 #REF! 6175.80 #REF! #REF! 6175.80 #REF! 0.00 6175.80 0 PILE FOUNDATION देने के कारण के कारण मात्रा कम हो रही है।

14 3.7 Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200 tonne 121.00 62101.80 7514318 #REF! 62101.80 #REF! #REF! 62101.80 #REF! 0.00 62101.80 0 BRIDGE की HIGHT बढ़ने के कारण मात्रा बढ़ हो रही है।

15 3.8 Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications section 2706 and 2200 meter 122.00 288.90 35246 #REF! 288.90 #REF! 0.00 288.90 0 #REF! 288.90 #REF! कार्य स्थल पर आवश्यकतानुसार RETAINING WALL कार्य होने के कारण मात्रा बढ़ रही है।

16 3.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200 (i) Granular material cum 224.00 814.50 182448 #REF! 814.50 #REF! 0.00 814.50 0 #REF! 814.50 #REF! BRIDGE की HIGHT बढ़ने के कारण मात्रा बढ़ हो रही है।

17 3.10 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 and 2200 cum 879.00 1733.40 1523659 #REF! 1733.40 #REF! #REF! 1733.40 #REF! 0.00 1733.40 0 कार्य स्थल पर आवश्यकतानुसार RETAINING WALL पे ही Filter media उपयोग होने के कारण मात्रा कम हो रही है।

18 3.14 Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications section 2000 and 2200 cum 234000 0.90 210600 #REF! 0.90 #REF! #REF! 0.90 #REF! 0.00 0.90 0 स्लैब की संख्या कम होने के कारण मात्रा कम हो रही है।

19 4.1 B Furnishing and Placing Rein forced / Pressse Cement Concrete in Super Structure as per drawing and Technical RCC Grade M30 (i) Height upto 5m

c RCC GRADE M 30

(i) Height upto 5m. cum 1026.00 6301.80 6465647 0.00 6301.80 0 1026.00 6301.80 6465647 0.00 6301.80 0 SOLID SLAB की जगह T-BEAM & SLAB होने के कारण मात्रा कम हो रही है।

20 4.1 B SUPER STRUCURE Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 B. RCC Grade M 30 (II)SUPER - STRUCTURE II For T-beam & slab (a) Using Concrete Mixer (Iii)Height above 10m cum 0.00 7059.60 0 #REF! 7059.60 #REF! 0.00 7059.60 0 #REF! 7059.60 #REF! SOLID SLAB की जगह T-BEAM & SLAB होने के कारण मात्रा बढ़ रही है।

21 4.2 Supplying Fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical as per section 1600 tonne 86.81 63090.90 5476921 #REF! 63090.90 #REF! 0.00 63090.90 0 #REF! 63090.90 #REF! SOLID SLAB की जगह T-BEAM & SLAB होने के कारण मात्रा बढ़ रही है।

22 4.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specification cum 91.00 10662.30 970269 #REF! 10662.30 #REF! #REF! 10662.30 #REF! 0.00 10662.30 0 ABUTMENT TOP SLAB की लम्बाई कम होने के कारण मात्रा कम हो रही है।

23 4.6 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. (vide drawing No. SD/201, SD/304) meter 322.00 1637.10 527146 #REF! 1637.10 #REF! #REF! 1637.10 #REF! 0.00 1637.10 0 ABUTMENT TOP SLAB की लम्बाई कम होने के कारण मात्रा कम हो रही है।

24 4.9 Drainage Spouts complete as per drawing and Technical specifications of section 2705 each 60.00 1806.30 108378 #REF! 1806.30 #REF! 0.00 1806.30 0 #REF! 1806.30 #REF! T-BEAM & SLAB की लम्बाई बढ़ने के कारण मात्रा बढ़ रही है।

25 4.10 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700 cum 9.00 3993.30 35940 #REF! 3993.30 #REF! #REF! 3993.30 #REF! 0.00 3993.30 0 कार्य स्थल पर आवश्यकतानुसार कार्य होने के कारण मात्रा बढ़ रही है।

26 4.11 Providing and laying M-30 grade Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification and as per relevant sections 1500, 1600, 1700 and 2704 cum 18.00 8520.30 153365 #REF! 8520.30 #REF! #REF! 8520.30 #REF! 0.00 8520.30 0 कार्य स्थल पर आवश्यकतानुसार कार्य होने के कारण मात्रा बढ़ रही है।

27 4.14 Filler joint (A)Providing & fixing 2 mm thick corrugated copper plate ( 12 m long x 25 cm wide ) in expansion joint complete as per drawing & Technical Specification.

A (A) Providing & fixing 20 mm thick Corrugated copper plate ( 12 m long x 25 cm deep ) in expansion joint complete as per drawing & Technical Specification. sqm 23.10 19674.00 454469 0.00 19674.00 0.00 23.10 19674.00 454469 0.00 19674.00 0 कार्य स्थल पर आवश्यकतानुसार कार्य नही होने पर मात्रा बच रही है।

B (B) Providing & fixing 20 mm thick compressible fiber board ( 12 m long x 25 cm deep ) in expansion joint complete as per drawing & Technical Specification. sqm 75.02 1083.60 81292 #REF! 1083.60 #REF! #REF! 1083.60 #REF! 0.00 1083.60 0 कार्य स्थल पर आवश्यकतानुसार कार्य होने के कारण मात्रा बढ़ रही है।

D (D)Providing and filling joint sealing compound ( 12 m long x 100 mm wide x 10 mm deep recess) as per drawings and technical specifications with coarse sand and 6% bitumen by weight sqm 9.24 198.00 1830 #REF! 198.00 #REF! 0.00 198.00 0 #REF! 198.00 #REF! कार्य स्थल पर आवश्यकतानुसार कार्य होने के कारण मात्रा बढ़ रही है।

28 4.18 Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifi cations to be installed by the manufacturer/supplier or their authorized representative ensuring compliance to the manufacturer's instructions for installation.) meter 0.00 10011.60 0 #REF! 10011.60 #REF! 0.00 10011.60 0 #REF! 10011.60 #REF! T-BEAM & SLAB होने के कारण मात्रा बढ़ रही है।

29 4.21 Painting on concrete surface of R.C.C. Railing (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) sqm 0.00 135.90 0 #REF! 135.90 #REF! 0.00 135.90 0 #REF! 135.90 #REF! कार्य स्थल पर आवश्यकतानुसार कार्य होने के कारण मात्रा बढ़ रही है।

30 4.22 Providing and Fixing of Av. 20mm thick marble plate i/c cutting and polishing and inscribed details as per approved drawing i/c engraving the matter as desired. Nos 2.00 4500.00 9000 #REF! 4500.00 #REF! #REF! 4500.00 #REF! #REF! 4500.00 #REF! इस आयटम मे कोई विचलन नही आ रहा है।

31 4.24 Testing of span of bridge for deflection due to live load with platform for loading arrangements, apparatus for measurement etc. complete as per drawing and specifications (As per I.R.C.S.P.51) tonne 77.00 765.00 58905 #REF! 765.00 #REF! #REF! 765.00 #REF! #REF! 765.00 #REF! इस आयटम मे कोई विचलन नही आ रहा है।

32 5.1 Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification as per relevant clauses of section 2503 cum 276.49 2171.70 600453 0.00 2171.70 0 276.49 2171.70 600453 0.00 2171.70 0 कार्य स्थल पर आवश्यकतानुसार कार्य नही होने पर मात्रा बच रही है।

33 5.4 A Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. cum 20.00 2171.70 43434 0.00 2171.70 0 20.00 2171.70 43434 0.00 2171.70 0 Approch Road का RATE लगने के कारण मात्रा बच रही है।

34 5.5 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. cum 10.00 1871.10 18711 0.00 1871.10 0 10.00 1871.10 18711 0.00 1871.10 0 Approch Road का RATE लगने के कारण मात्रा बच रही है।

PART-A GRAND TOTAL G.Total 38099323 G.Total #REF! G.Total #REF! G.Total #REF!

PART-B Excess #REF! Excess #REF!

35 3.4 (ii) Construction of subgrade and earthen shoulders with approved material (Granular material having CBR more than 7) 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.For Item No.3.12(a) & (b) cum 4523.00 176.00 796048 #REF! 176.00 #REF! 0.00 176.00 0 #REF! 176.00 #REF! Approch Road की लम्बाई बढ़ने के मात्रा बढ़ रही है।

36 3.5 Excavation in Cutting in Soil by manual means Excavation for roadway in soil for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 cum 0.00 76.00 0.00 #REF! 76.00 #REF! 0.00 76.00 0 #REF! 76.00 #REF! Approch Road की लम्बाई बढ़ने के मात्रा बढ़ रही है।

37 3.4(i) 3.4 Construction of Embankment with Material Obtained from Pits (i) Construction of embankment with approved material obtained form borrow pits, transported to site, spreading, grading to required slopes and compacting to meet requirement of Tables 300.1 & 300.2 with a lead up to 250 m as per technical specifications clause 301.5 cum 483.00 118.00 56994 #REF! 152.00 #REF! 0.00 152.00 0 #REF! 152.00 #REF! Approch Road की लम्बाई बढ़ने के मात्रा बढ़ रही है।

38 3.12 (b) Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material (Granular material having CBR more than 7) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1. cum 0.00 176.00 0 #REF! 176.00 #REF! 0.00 176.00 0 #REF! 176.00 #REF! Approch Road में Earthen Shoulders की मात्रा नहीं होने के कारण मात्रा बढ़ रही है।

39 4.1 B 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) Disintegrated rock i.e. mourum having CBR value not less then 15% and PI & LL not more then 6 and 25 respectively (with prior permission of Chief Engineer) cum 173.00 450.00 77850 #REF! 450.00 #REF! 0.00 450.00 0 #REF! 450.00 #REF! Approch Road की लम्बाई बढ़ने के मात्रा बढ़ रही है।

40 4.7 (ii) Water Bound Macadam with Crushable Screenings WBM Grading 2 Providing, laying, spreading and compacting mechanically crushed stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. cum 80.00 1583.00 126640 #REF! 1583.00 #REF! 0.00 1583.00 0 #REF! 1583.00 #REF! Approch Road की लम्बाई बढ़ने के मात्रा बढ़ रही है।

41 4.7 (iii) Water Bound Macadam with Crushable Screenings WBM Grading 3 Providing, laying, spreading and compacting mechanically crushed stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. cum 80.00 1694.00 135520 0.00 1694.00 0 80.00 1694.00 135520 0.00 1694.00 0 कार्य स्थल पर आवश्यकतानुसार कार्य नही होने पर मात्रा बच रही है।

42 4.12 Construction of hard shoulders as per Technical Specification Clause 407.Construction of hard shoulder with granular material having CBR value not less than 15 including all leads & lift, watering & compaction with smooth wheeled roller to achieve the desired density as per technical specification clause 407 & 401. cum 161.00 358.00 57638 #REF! 358.00 #REF! 0.00 358.00 0 #REF! 358.00 #REF! कार्य स्थल पर आवश्यकतानुसार कार्य होने के कारण मात्रा बढ़ रही है।

43 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 1071.00 53.00 56763 0.00 53.00 0 1071.00 53.00 56763 0.00 53.00 0 Approch Road मे cement concrete का कार्य होने के कारण मात्रा बच रही है।

44 5.2 Tack coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 sqm 1071.00 15.00 16065 0.00 15.00 0 1071.00 15.00 16065 0.00 15.00 0 Approch Road मे cement concrete का कार्य होने के कारण मात्रा बच रही है।

45 5.3(ii) 20mm thick Open-Graded Premix Carpet using Bituminous (VG/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/ VG 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., Viscocity grade (VG) Bitumen specification as per IS 73:2006 (ii) Bitumen (VG-30) sqm 1071.00 155.00 166005 0.00 155.00 0 1071.00 155.00 166005 0.00 155.00 0 Approch Road मे cement concrete का कार्य होने के कारण मात्रा बच रही है।

46 5.5 Case-(II) Type -B (II) 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, Viscocity grade (VG) Bitumen specification as per IS 73:2006 Bitumen (VG-30) sqm 1071.00 56.00 59976 0.00 56.00 0 1071.00 56.00 59976 0.00 56.00 0 Approch Road मे cement concrete का कार्य होने के कारण मात्रा बच रही है।

47 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 0.00 5097.00 0.00 #REF! 5097.00 #REF! 0.00 5097.00 0 #REF! 5097.00 #REF! Approch Road मे cement concrete का कार्य होने के कारण मात्रा बढ़ रही है।

48 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 cum 0 161.00 0.00 #REF! 161.00 #REF! 0.00 161.00 0 #REF! 161.00 #REF! Toe Wall कार्य होने के कारण मात्रा बढ़ रही है।

49 7.7 Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 Nominal Mix 1:3:6(with 40mm Graded metal cum 0 3963.00 0.00 #REF! 3963.00 #REF! 0.00 3963.00 0 #REF! 3963.00 #REF! Toe Wall कार्य होने के कारण मात्रा बढ़ रही है।

50 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) cum 0 3899.00 0.00 #REF! 3899.00 #REF! 0.00 3899.00 0 #REF! 3899.00 #REF! Toe Wall कार्य होने के कारण मात्रा बढ़ रही है।

51 10.5 Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 I. Stone/Boulder cum 0 1430.00 0.00 #REF! 1430.00 #REF! 0.00 1430.00 0 #REF! 1430.00 #REF! Pitching कार्य होने के कारण मात्रा बढ़ रही है।

52 10.6 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 cum 0 1337.00 0.00 #REF! 1657.00 #REF! 0.00 1337.00 0 #REF! 1337.00 #REF! Pitching कार्य होने के कारण मात्रा बढ़ रही है।

53 7.6 (C) 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 in single row including fixing with cement mortar 1:2 but excluding excavation, bedding protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. (C) 450 mm dia meter 0 1961.00 0.00 #REF! 1961.00 #REF! 0.00 5177.00 0 #REF! 5177.00 #REF! 450 mm dia Pipe कार्य होने के कारण मात्रा बढ़ रही है।

54 9.2 (B) Cautionary, mandatory, informatory direction and place identification sign boards. (B)Semi-Reflective Traffic signs more than 0.90 sqm sign board Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS 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 0 4667.00 0.00 #REF! 4667.00 #REF! 0.00 4667.00 0 #REF! 4667.00 #REF! Semi-Reflective Traffic signs कार्य होने के कारण मात्रा बढ़ रही है।

55 9.9 Boundary Pillar Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704. each 102 489.00 49878.00 #REF! 489.00 #REF! 0.00 489.00 0 #REF! 489.00 #REF! Boundary Pillar कार्य होने के कारण मात्रा बढ़ रही है।

56 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 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 0 14930.00 0.00 #REF! 14930.00 #REF! 0.00 14930.00 0 #REF! 14930.00 #REF! Informatory and Logo Board कार्य होने के कारण मात्रा बढ़ रही है।

57 9.15(A) Providing and fixing 'Citizen 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 0 14015.00 0.00 #REF! 14015.00 #REF! 0.00 14015.00 0 #REF! 14015.00 #REF! Citizen Information Board कार्य होने के कारण मात्रा बढ़ रही है।

58 9.16 Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings. each 2 6626.00 13252.00 1.00 6626.00 6626 1.00 6626.00 6626 0.00 6626.00 0 कार्य स्थल पर आवश्यकतानुसार कार्य नही होने पर मात्रा बच रही है।

59 11.13 Painting on Concrete Surfaces 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 383 15.00 5745.00 #REF! 15.00 #REF! #REF! 15.00 #REF! 0.00 15.00 0 कार्य स्थल पर आवश्यकतानुसार कार्य नही होने पर मात्रा बच रही है।

60 9.5 Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe on first class bedding. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts 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 . ) (D) 1000 mm dia meter 20.00 4833.00 96660 0.00 4833.00 0 20.00 4833.00 96660 0.00 4833.00 0 गलत आयटम नं॰ होने के कारण मात्रा बच रही है।

39814357 #REF! #REF! #REF!

Excess #REF! Excess #REF!

Sub Engineer Assistant Engineer Executive Engineer Superintending Engineer

CGRRDA, PIU - 01, Ambikapur CGRRDA, PIU - 01, Ambikapur CGRRDA, PIU - 01, Ambikapur CGRRDA,Project Circle No. -01,Ambikapur

Distt. - Surguja Distt. - Surguja Distt. - Surguja Distt. - Surguja ( C.G.)

Name Of Bridge:-GHUNGHUTA RIVER BRIDGE ON LAKHANPUR TO PARSODIKALA AT. CH.- 4550 M.

PACKAGE NO.:-CGLSB16-21

L3 L2 L1 C R1 R2 R3

Sub Engieer Assistant Engieer

CGRRDA, PIU -01, Ambikapur CGRRDA, PIU -01, Ambikapur

Distt- Surguja ( C.G.) Distt- Surguja ( C.G.)

Executive Engineer

CGRRDA, PIU -01, Ambikapur

Distt- Surguja ( C.G.)

FOR APPROCH ROAD CALCULATION SHEET

Name Of Bridge:-GHUNGHUTA RIVER BRIDGE ON LAKHANPUR TO PARSODIKALA AT. CH.- 4550 M.

PACKAGE NO.:-CGLSB16-21

S. No. Chainage Ground R.L. Formation R.L. Area Comulative Area Volume

Cutting Filling Cutting Filling Length Cutting Filling

Cutting Filling

DEDUCTION FOR RETAINING WALL EXCAVATION QTY. #REF! 80% #REF!

DEDUCTION FOR RETAINING WALL FILTER MEDIA QTY. #REF! 100% #REF!

DEDUCTION FOR TOE WALL EXCAVATION QTY. #REF! 80% #REF!

DEDUCTION FOR BACK FILLING QTY. #REF! 100% #REF!

Sub Engieer Assistant Engineer

CGRRDA, PIU -01, Ambikapur CGRRDA, PIU -01, Ambikapur

Distt- Surguja ( C.G.) Distt- Surguja ( C.G.)

Executive Engineer

CGRRDA, PIU -01, Ambikapur

Distt- Surguja ( C.G.)

FOR COFFER DAM CALCULATION SHEET

Name Of Bridge:-GHUNGHUTA RIVER BRIDGE ON LAKHANPUR TO PARSODIKALA AT. CH.- 4550 M.

S. No. Chainage Ground R.L. Formation R.L. Area Comulative Area Volume

Cutting Filling Cutting Filling Length Cutting Filling

Total Length 170 45.97 2534.84

Cutting Filling

Sub Engieer Assistant Engineer

CGRRDA, PIU -01, Ambikapur CGRRDA, PIU -01, Ambikapur

Distt- Surguja ( C.G.) Distt- Surguja ( C.G.)

Executive Engineer

CGRRDA, PIU -01, Ambikapur

Distt- Surguja ( C.G.)

Abstract Variation Statement Financial

CONSTRUCTION OF LONG SPAN BRIDGE ACROSS GHUNGHUTA RIVER BRIDGE ON LAKHANPUR TO PARSODIKALA AT. CH.- 4550 M.

PACKAGE No. CGLSB - 16-21

S.No. Length of Bridge (In M) Length of Approch (In M) Cost of Bridge (Rs. In Lakh) Cost of Approach Road ( Rs. In Lakh) Total Cost (Rs. In Lakh) Cost of Maintenance (Rs. In Lakh) Total cost (Bridge + Approcah) - Rs. In Lakh Add Above Tender 7.20 % Total Tender Amount (Rs. In Lakh)

2 As per Actual/Recvised 150.00 350.00 181.41 #REF! #REF! 9.95 #REF! #REF! #REF!

3 Variation in amount 0.00 M. 95.00 -199.58 #REF! #REF! 0.00 #REF! #REF! #REF!

4 % of variation 0.00% 37.25% -52.38% #REF! #REF! 0.00% #REF! #REF! #REF!

ZERO EXCESS EXCESS EXCESS EXCESS EXCESS EXCESS EXCESS

Sub Engineer Assistant Engineer Executive Engineer Superintending Engineer

CGRRDA, PIU - 01, Ambikapur CGRRDA, PIU - 01, Ambikapur CGRRDA, PIU - 01, Ambikapur CGRRDA,Project Circle No. -01,Ambikapur

Distt. - Surguja Distt. - Surguja Distt. - Surguja Distt. - Surguja ( C.G.)

Name Of Bridge:-GHUNGHUTA RIVER BRIDGE ON LAKHANPUR TO PARSODIKALA AT. CH.- 4550 M.

S. No. Chainage Ground R.L. Formation R.L. Area Comulative Area Volume

Cutting Filling Cutting Filling Length Cutting Filling

Cutting Filling