NIT 1131 Cons. &Main. Long Span Bridge under PMJANMAN PKG No CGLSB 09-15 District-Kabirdham

not printable only for refernce

ESTIMATE BY ST DATE 12-26-25 END DATE

SURVEY DATA long lat

Existing bridge 1 type

Type of river bed material

Type of terrain

catchment area #REF!

longest length stream

top height of steam

high flood level at bridge (with afflux) #REF!

ordinary flood level

low flood level

Design discharge #REF! Run off formula

Decken's Formula

Area Velocity Method

Ordinary soil 1 50

Finish road level #REF!

high flood level #REF!

avg ground level #REF!

lowest bed level #REF!

abt fonding level #REF!

peir founding level #REF!

abt pile level p1 p2 p3 p4 p5

peir pile level

tow wall level abt ground level

return wall level

BRIDGE DIMENTION span

Length of bridge 80 4 20

width of bridge 8.4

carriage way 7.5

PRADHAN MANTRI GRAM SADAK YOJANA, PIU- KAWARDHA (C.G.)

BILL OF QUANTITY

LONG SPAN BRIDGE UNDER PM-JANMAN2025-26 BATCH-II

SOR enforced from 01st Jan 2015 Amendment issue by CGRRDA Raipur Letter No. 1307 Dated 03.02.2016 for PMGSY Bridge work.

Package No :- CG 09 LSB 15 Length - 80 M

S.No. Ref. From SOR Description Unit Rate Main Road to Kurki at RD 9000 M

Quantity Amount

2..1 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 including dewatering etc. complete.

I Ordinary soil

(ii) 3 m to 6 m depth Cum 150.30 0.00 0.00

(iIi) Above 6 m depth Cum 184.50 0.00 0.00

III Ordinary rock (not requiring blasting) Cum 221.40 0.00 0.00

III Hard rock (requiring blasting) Cum 610.20 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).

I Ordinary soil

(i) Upto 3 m depth Cum 26.28 1236.55 32497.00

(ii) 3 m to 6 m depth Cum 30.06 0.00 0.00

(iIi) Above 6 m depth Cum 36.90 0.00 0.00

II Ordinary rock (not requiring blasting) Cum 44.28 0.00 0.00

2 2.16 MS Liner for Piles

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 65286.00 13.07 853288.00

3 2.17(iii) Bored Cast in-situ Piles

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. Rm 14123.70 480.00 6779376.00

4 2.21 (i) Pile Load Test

Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) in static load method only ton 1350.00 1500.00 2025000.00

5 2.22 A(iii) Reinforced Cement Concrete in foundations - M35

Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specifications per clause 1100,1500 and 1700. Cum 5297.40 294.68 1561038.00

6 2.24 HSD bar Reinforcement

Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600. ton 61823.70 151.38 9358872.00

7 2.6 M15 grade PCC below foundation

2.6 A (i) Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. Cum 4151.70 79.23 328939.00

8 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.

(i) Upto 1.0 m below bed level RM 5355.90 5.00 26780.00

(ii) Beyond 1.0 m upto 5.0 depth RM 1170.00 20.00 23400.00

9 Reinforced Cement Concrete in substructure - M30

3.6 E (a) (iii) Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags). Cum 5894.10 330.66 1948943.00

10 HSD bars reinforcements in substructure

3.7 Supplying, fitting and placing HSD (High Strength Deformed Steel) bars reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200. MT 62101.80 39.68 2464199.00

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 face. Complete as per drawing and Technical specifications section 2706 and 2200. m 288.90 64.57 18654.00

12 Back Filling Behind abutment

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. Cum 814.50 485.28 395261.00

13 Elastomeric Bearing

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 MORT&H specifications complete including all accessories as per drawing and Technical Specifications section 2000 and 2200. Cucm 0.90 739800 665820.00

14 Reinforced Cement Concrete in Deck slab and Diaphrags, M30

4.1 B II (a) (ii) Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 (Newly laid concrete shall be covered by gunny bags). Cum 6798.60 185.72 1262636.00

Reinforced Cement Concrete in RCC Girder, M30

4.1 B II (a) (ii) Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 (Newly laid concrete shall be covered by gunny bags). Cum 6798.60 158.89 1080230.00

15 HSD bars reinforcement in Superstructure

4.2 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications. MT 63090.90 59.38 3746514.30

16 RCC Crash Barrier

4.1 D I (a ) ii Concrete M40

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 (Newly laid concrete shall be covered by gunny bags). Cum 6786.90 174.08 1181464.00

4.2 HSD bars reinforcement for RCC Crash Barrier

Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications. MT 63090.90 0.00 0.00

17 Cement Concrete Wearing Course

4.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications as per relevant clause of section 2700. Cum 10662.30 48.96 522026.00

16 RCC railing of M30 Grade

4.5 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) m 1686.60 0 0.00

18 Drainage Spout

4.9 Supplying and installing drainage spouts complete as per drawing and Technical specification clause 2705. Nos 1806.30 54.00 97540.00

19 M15 grade PCC below Approach Slab

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 8.82 35221.00

RCC in Approach Slab, including reinf

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 17.64 150298.00

20 Strip seal type expansion joint

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.) m 10011.60 42.00 420487.00

21 Filler joint

4.14 (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 198.00 42.00 8316.00

22 Testing of span of bridge

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 IRC : SP-51) Ton 765.00 77.00 58905.00

20 Bituminous Wearing Coat

5.5 A (iii)-PWD ROAD SOR 2015 Bituminous Concrete (Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects).A.With sensor paver finisherfor (iii) Grading II (13.2 mm nominal size) with bitumen 6.0 % Cum 9082.80 0.00 0.00

Mastic Asphalt Layer 0.00

5.10 PWD ROAD SOR 2015 Mastic Asphalt (Providing and laying 25mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39 prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with fine-grained hard stone chipping of 13.2 mm nominal size pre- coated with bitumen at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause-516.) Sqm 459.90 0.00 0.00

23 Cement Concrete Blocks Of Size 0.3x0.3x0.3 m Cast In Cement Concrete Of Grade M15

5.4 B 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. Cum 4234.50 68.39 289597.00

24 Filter Media

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 MORT&H 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 1733.40 70.44 122101.00

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 45.59 85303.00

25 Embankment Earthwork

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 more than 5) Cum 176.00 327.49 57638.00

26 Traffic Sign Boards

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 2.00 9458.00

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 2 9334.00

26 PMGSY Information Board

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 1 13749.00

27 PMGSY Citizen Information Board

9.15 A Road ‐2018 CGRRDA 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. Nos 14015.00 1 14015.00

27 Granite Plate

4.23 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 5940.00 1 5940.00

28 Painting on Concrete Surfaces

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 2595.84 272563.00

29 Painting on Concrete Surfaces of R.C.C. Railing

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 135.90 450.38 61207.00

30 Dismantling of existing structure

1.4 I (B) Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead upto 1000 meters and as per relevant clauses of section-200 in ( Cement Concrete Grade M-15 & M-20) Cum 313.20 0.00 0.00

1.4 IX (A) Removing all type of hume pipes and stacking within a lead upto 1000 meters including earthwork and dismantling of masonry works around pipes.(Up to 1000 mm dia) m 360.00 0.00 0.00

1.6 Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials lead upto 1000 meters, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. Cum 993.60 0.00 0.00

30 3.5 (i) Excavation

Excavation in main road

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 65 482 31330.00

Excavation in kurki

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 65 665 43225.00

31 Construction of embankment

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 176 5299 932624.00

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 200 200 40000.00

33 Construction of granular sub-base

4.1 (a) Construction of granular sub-base by providing well graded material having CBR 20 or more, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100KN static weight to achieve the desired density, complete as per Technical Specification Clause 401. For Grading mentioned in table 400.1 (Grading III) Cum 650 232 150800.00

34 Wet Mix Macadam

4.8 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.

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 1162 49966.00

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 1162 15106.00

37 Bituminous Macadam

5.6 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 9112.00 58 528496.00

38 Open - Graded Premix Surfacing

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 1162 141764.00

5.5 (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 and B seal coats) Sqm 56.00 1162 65072.00

40 Pitching on slopes

10.5 (ii) Cement concrete blocks of size as per Table 1300.2 cast in cement concrete of grade M 15 (a) Concrete grade M 15 Cum 4356.00 354 1542024.00

41 Filter Media

10.6 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 Cum 1660.00 176 292160.00

42 Clearing and grubbing

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 2438 12190.00

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 176.00 366 64416.00

44 Construction of subgrade

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 180.00 549 98820.00

45 Construction of granular sub-base

4.1 (a) Construction of granular sub-base by providing well graded material having CBR 20 or more, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100KN static weight to achieve the desired density, complete as per Technical Specification Clause 401. Cum 650.00 192 124800.00

46 Crushed stone aggregates

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 96 135840.00

47 Semi-Reflective Traffic signs

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 2 9334.00

48 7.1 (II) Excavation for Structure of 1000mm pipe

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 69 17457.00

49 Cement concrete pipe NP4

7.5 (B) 5 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. parapets Clause 1106. Rm 4839.00 30 145170.00

50 Filling in Foundation Trenches

7.8 (I) Filling in Foundation Trenches as per drawing and technical specification Clause 1108 & 305.3.9 (I)Sand filling Nos 911.00 11 10021.00

51 Backfilling behind abutment

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 22 16104.00

Grand Total 48412565.99

Say in Lakh 484.13

Routine Maintenance Cost

1st Year 153853.49

3rd Year 205137.99

4th Year 256422.49

5th Year 256422.49

Total 1025689.96

Total 1210314.15

Grand Total 49622880.14

Say lakh 496.23

Sub Engineer Assistant Engineer Executive Engineer

PIU CGRRDA, Kawardha PIU CGRRDA, Kawardha PIU CGRRDA, Kawardha

Distt- Kabirdham (C.G.) Distt- Kabirdham (C.G.) Distt- Kabirdham (C.G.)

S.No. Ref. Of C.S.R. Description Quantity Unit Rate Amount

1 1.3 (A) Cleaning and Grubbing

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. #REF! Hect 36612.00 #REF!

2 2.1 Excavation

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 including dewatering etc. complete.

I Ordinary soil

(i) Upto 3 m depth 0.00 Cum 131.40 0.00

(II) Ordinary rock (not requiring blasting) 1002.59 Cum 221.40 221973.00

(II) Ordinary rock (not requiring blasting) 1002.59 Cum 44.28 44395.00

3 2.6 A (i) Plain cement concrete

M15 grade plain cement concrete below foundations as per drawing and technical specification clause 1700. #REF! Cum 4151.70 #REF!

4 2.6 A (v) Plain and Reinforced Cement Concrete in Curtain Wall M20

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. 0.00 Cum 4767.30 0.00

5 2.8 Reinforcement Curtain Wall

Providing and laying cutting edge of mild steel weighing 40 kg per meter for well foundation complete as per drawing and technical specifications per relevant clause of section 1200 and 1900. 0.00 Cum 72573.30 0.00

6 3.6 E(a)(III) Reinforced cement concrete

Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags). 215.89 Cum 5894.10 1272477.00

7 3.7 HYSD bars reinforcement

Supplying, fitting and placing HSD (High Strength Deformed Steel) bars reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200. 3.24 Ton 62101.80 201107.00

8 Karri Shutters (NON SOR_)

Supplying and fixing in position the steel/wooden karri shutters for stop dam excluding filling the puddle earth but including all handling cleaning of grooves of foreign materials such as dust, sand,silt,etc. including oiling, greesing whereever required excluding cost of materials. 1.19 sqm 4800.00 5730.00

9 Puddle Earth ( NON SOR )

Filling puddle earth between karri shutters. 0.32 Cum 150.00 48.00

10 3.10 Filter Media in Staircase

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORT&H 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. #REF! Cum 1733.40 #REF!

11 5.4B Cement Concrete Blocks Of Size 0.3x0.3x0.3 m Cast In Cement Concrete Of Grade M15

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. #REF! Cum 4234.50 #REF!

12 5.1 Bouldering with Crushed Metal

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 #REF! Cum 2171.70 #REF!

13 5.10 Boundary apron on river bed

Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. #REF! Cum 2228.40 #REF!

14 7.8 R Compected earth filling

Filling in Foundation Trenches as per drawing and technical specification Clause 1108 & 305.3.9 0.00 Cum 163.00 0.00

TOTAL in Lakhs 0.00

STOP DAM #REF! L B weir pier #REF!

S.NO. Ref. From SOR Description L B D rl SIDE ST #REF! 352.6 #REF! -1

1 1.3 Cleaning and Grubbing flexible rigid sd cristen rigid flexible lp

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. length 3 3 2 3 2 12 3 4.64

A Cleaning and Grubbing 1 X #REF! X 34.6 = #REF! Sqm -1.4

2 2.1 Excavation curtain 2.10 3.50

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 including dewatering etc. complete. 2.10 4.00 24

(II) Ordinary rock (not requiring blasting) wing 2.40 3.50

Flexible 2 X 0.00 X 3.00 X 2.00 = 0.00 Cum EXCAVATION add+ 1.00

Cistern 1 X 0.00 X 2.50 X 2.00 = 0.00 Cum FLEXIBLE 1.00

Rigid 1 X 0.00 X 12.00 X 1.80 = 0.00 Cum RIGID 0.80

Curtain wall U/S 2 X 0.00 X 3.30 X 4.60 = 0.00 Cum

Curtain wall D/S 2 X 0.00 X 3.30 X 5.10 = 0.00 Cum

Wing Wall 2 X 20.80 X 2.60 X 4.60 = 497.54 Cum CURTAIN U/S 3.60

Staircase 2 X 15.00 X 7.70 X 1.85 = 427.35 Cum CURTAIN D/S 4.10

Toe 3 X 0.00 X 1.40 X 2.35 = 0.00 Cum WING WALL 3.60

Toe Wall near staircase 2 X 15.00 X 1.40 X 1.85 = 77.70 Cum STAIRCASE 0.85

TOTAL 1002.59 Cum

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

Ordinary Rock (not requiring blasting) 1 X 1002.59 = 1002.59 Cum

TOTAL 1002.59 Cum

3 2.6 A (I) Plain cement concrete

M15 grade plain cement concrete below foundations as per drawing and technical specification clause 1700.

Cistern 1 x 0.00 x 3.00 x 0.45 = 0.00 Cum

Curtain wall U/S 1 x 0.00 x 2.40 x 0.10 = 0.00 Cum

Curtain wall D/S 1 x 0.00 x 2.40 x 0.10 = 0.00 Cum

Toe Wall 3 x 0.00 x 0.80 x 0.25 = 0.00 Cum

Toe Wall near staircase 2 x 15.00 x 0.80 x 0.25 = 6.00 Cum

apron besides of stopdam 1 x #REF! x 32.64 x 0.30 = #REF! Cum

1 x #REF! x 32.64 x 0.30 = #REF! Cum

2 x 2.80 x #REF! x 0.30 = #REF! Cum

Cistern 1 x 0.00 x 2.83 x 0.20 = 0.00 Cum

Toe wall (circular) 1 x #REF! x #REF! x 0.30 x 3.14 = #REF! Cum

TOTAL #REF! Cum

4 2.6 A (v) Plain and Reinforced Cement Concrete in Curtain Wall M20 0.65

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.

Curtain wall U/S 1 x 0.00 x 2.10 x 0.40 = 0.00 Cum

Curtain wall D/S 1 x 0.00 x 2.40 x 0.40 = 0.00 Cum

2.24 HYSD bars Reinforcement for Curtain Wall M20

Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600.

Curtain wall U/S 1 x 0.00 x 30.00 = 0 kg

Curtain wall D/S 1 x 0.00 x 25.00 = 0 kg

4 3.6 E(a)(III) Reinforced cement concrete

Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags).

wing wall 2 x 20.80 x 2.40 x 0.45 = 44.93 Cum

haunch wall deduction 1 x 0.075 x 2.00 x 0.075 = -0.02 Cum

TOTAL 215.89 Cum

5 3.7 HYSD bars reinforcement

Supplying, fitting and placing HSD (High Strength Deformed Steel) bars reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200.

HYSD bar reinforcement 215.89 x 15 = 3238.35 kg

As Per Design Drawing Steel Quantity = 3.24 tonne

6 Steel shutters ( NON SOR )

Supplying and fixing in position the steel/wooden karri shutters for stop dam excluding filling the puddle earth but including all handling cleaning of grooves of foreign materials such as dust, sand,silt,etc. including oiling, greesing whereever required excluding cost of materials.

7 Puddle Earth ( NON SOR )

Filling puddle earth between Karri Shutters.

8 3.10 Filter Media in Staircase

Filter Media should be provided in accordance with clause 250.4.2.2 of MORTH specifications.

2 x 2.00 x #REF! x 0.20 = #REF! Cum

TOTAL #REF! Cum

9 5.4B Cement Concrete Blocks Of Size 0.3x0.3x0.3 m Cast In Cement Concrete Of Grade M15

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.

Stairs toe side 2 x 2.00 x #REF! x 0.30 = #REF! Cum

TOTAL #REF! Cum

10 5.1 Bouldering with Crushed Metal Bouldering with Crushed Metal Bouldering with Crushed Metal

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

Rigid Apron 1 x 0.00 x 12.00 x 0.50 = 0.00 Cum

apron besides of stopdam 1 x #REF! x 32.64 x 0.50 = #REF! Cum

1 x #REF! x 32.64 x 0.50 = #REF! Cum

Toe wall (circular) 1 x #REF! x #REF! x 0.50 x 3.14 = #REF! Cum

TOTAL #REF! Cum

11 5.10 Boundary apron on river bed

Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall. left right extend

Boundary apron on river bed 1 x 0.00 x 10.64 x 1.00 = 0.00 Cum

apron besides of stopdam 0 x #REF! x 28.00 x 0.50 = #REF! Cum

0 x #REF! x 28.00 x 0.50 = #REF! Cum

Toe wall deduction 0 x #REF! x #REF! x 0.50 x 3.14 = #REF! Cum

TOTAL #REF! Cum

12 7.8 R Compected earth filling

Filling in Foundation Trenches as per drawing and technical specification Clause 1108 & 305.3.9

6 2.17(iii) Bored Cast in-situ Piles

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. 357.00 RM 14123.70 5042160.90

26 2.21 Pile Load Test

Pile Load Test on single Vertical Pile in accordance with IS:2911(Part-IV) in static load method only 1189.75 Ton 1350.00 1606162.50

5 2.22 A (iii) Reinforced Cement Concrete in foundations - M35

Reinforced Cement Concrete in foundations complete as per drawing and technical specification clause 1100, 1500, 1700. 388.31 Cum 5297.40 2057054.58

11 2.16 MS Liner for Piles

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. 8.80 MT 65286.00 574471.29

ESTIMATE FOR HIGH LEVEL BRIDGE ACROSS

(RIGID PAVEMENT) #REF! #REF! #REF!

ESTIMATE BASED ON CGRRDA ROAD SOR 2018

S.No. Ref. Of C.S.R. Description Quantity Unit Rate Amount

1 3.5 (i) Excavation

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 #REF! Cum 65 #REF!

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 #REF! Cum 65 #REF!

2 Construction of embankment

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 #REF! Cum 170 #REF!

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) #REF! Cum 200 #REF!

4 Construction of granular sub-base

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

5 sor 2015 Dry Lean Concrete

6.1 Dry Lean Cement Concrete Sub-base as per IRC:SP-49 (Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601.) #REF! Cum 2332 #REF!

6 Cement Concrete Pavement

6.1 (i) Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including eveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. #REF! Cum 5903 #REF!

7 Pitching on slopes

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. #REF! Cum 4356 #REF!

10.6 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 #REF! Cum 1660 #REF!

Diversion Road Qty Summary

9 Clearing and grubbing

2.3 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 #REF! Sqm 5.00 #REF!

10 Construction of subgrade

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) #REF! Cum 180.00 #REF!

11 (For Profile Correction) Construction of embankment

3.4 (ii) (For Profile Correction) 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) #REF! Cum 176.00 #REF!

12 Construction of granular sub-base

4.1 (A) Construction of granular sub-base by providing well graded material having CBR 20 or more, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100KN static weight to achieve the desired density, complete as per Technical Specification Clause 401. #REF! Cum 650.00 #REF!

13 Crushed stone aggregates

4.7 (B) 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. #REF! Cum 1415.00 #REF!

14 Semi-Reflective Traffic signs

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 #REF! Sqm 4667.00 #REF!

15 7.1 (I) (i) Excavation for Structure of 1000mm pipe

Excavation for Structure of 1000mm 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. #REF! Cum 253.00 #REF!

16 cement concrete pipe NP3

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. #REF! Rm 2928.00 #REF!

17 Filling in Foundation Trenches

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. #REF! Nos 911.00 #REF!

18 Backfilling behind abutment

7.23 (i) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. Granular Material #REF! Cum 732.00 #REF!

PART-"A"- COST OF BRIDGE #REF! Rs.

PART-"B"- COST OF APPROCH ROAD #REF! Rs.

PART-"C"- COST OF DIVERSION #REF! Rs.

HIGH LEVEL BRIDGE ACROSS 8.4

#REF! ispar #REF!

#REF! uspar #REF!

FOR RIGID PAVEMENT

S.NO. Ref. From SOR Description unit #REF!

1 3.5 (i) Excavation For Roadway

Excavation for roadway in soil including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto 1000 metres and as per relevant clauses of section-300.

avrage level for aproach 98.99

Excavation (ispar) 1 #REF! #REF! X 0.300 = #REF! #REF! Cum #REF!

Excavation (uspar) 1 #REF! #REF! X 0.300 = #REF! #REF! Cum

2 3.4 (i) Embankment

Construction of embankment / sub grade with Material Obtained from Borrow Pits (Construction of embankment with approved material/selected soil having C.B.R. > 5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)

Excavation (ispar) 1 #REF! #REF! #REF! = #REF! #REF! Cum #REF!

Excavation (uspar) 1 #REF! #REF! #REF! = #REF! #REF! Cum

TOTAL #REF! Cum

3 3.12 (a) Paved Shoulders

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)

2 #REF! X 1.30 X 0.200 = #REF! #REF! Cum

2 #REF! X 2.30 X 0.200 = #REF! #REF! Cum

1 #REF! X 3.30 X 0.200 = #REF! #REF! Cum

TOTAL #REF! Cum

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

2 #REF! X 7.50 X 0.150 = #REF! #REF! Cum

2 #REF! X 6.50 X 0.150 = #REF! #REF! Cum

1 #REF! X 5.50 X 0.150 = #REF! #REF! Cum

TOTAL #REF! Cum

5 6.1 Dry Lean Concrete

Dry Lean Cement Concrete Sub-base as per IRC:SP-49 (Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601.)

2 #REF! X 7.50 X 0.150 = #REF! #REF! Cum

2 #REF! X 6.50 X 0.150 = #REF! #REF! Cum

1 #REF! X 5.50 X 0.150 = #REF! #REF! Cum

TOTAL #REF! Cum

6 6.1 (i) Cement Concrete Pavement

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including eveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,

using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

Cement concrete blocks of size as per Table 1300.2 cast in cement concrete of grade M 15

2 #REF! X 7.50 X 0.200 = #REF! #REF! Cum

2 #REF! X 6.50 X 0.200 = #REF! #REF! Cum

1 #REF! X 5.50 X 0.200 = #REF! #REF! Cum

TOTAL #REF! Cum

7 10.5 (II) Pitching Over Slope

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302

TO ispar SIDE 1 #REF! #REF! X 0.300 = #REF! #REF! Cum 5.375 1.5+0.200

TO uspar SIDE 1 #REF! #REF! X 0.300 = #REF! #REF! Cum 3.75 2.325+0.200 c=sqrt(a^2+b^2)

TOTAL #REF! Cum dry l 0.150 #REF!

gsb 0.150 = #REF!

8 10.6 Filter Media pav 0.200 a

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification emb #REF!

TO ispar SIDE 1 #REF! #REF! X 0.150 = #REF! #REF! Cum

TO uspar SIDE 1 #REF! #REF! X 0.150 = #REF! #REF! Cum

TOTAL #REF! Cum

PRADHAN MANTRI GRAM SADAK YOJANA (PMGSY)

SUMMARY OF THE BRIDGE PROPOSALS

S. No. DISTRICT PACKAGE NO. PACKAGE WISE DETAILS

No. of Habitations covered Length in M Value Rs. (Lakh) AV. Cost/M Rs. (Lakh)

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

Total #REF! #REF!

State Summary No. of Dists. Total Packages Habitations Covered Length Km. Value Rs. (Lakh) AV. Cost/Km. Rs. (Lakh)

State Secretary :