NIT 1122 Const. & Main. LSB 2025-26 State fund under CGRRDA PKG No Bikuli to Bitkulikhurd at RD 85

not printable only for refernce

ESTIMATE BY ST DATE 02-10-26 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

THE EXECUTIVE ENGINEER PIU

PRADHAN MANTRI GRAM SADAK YOJNA PAKAGE 00

JASHPUR ( C.G.) DISTT JASHPUR

PROJECT START MANORA

CONSTRUCTION OF HIGH LEVEL BRIDGE ACROSS NALA ON MANORA TO PAKRITOLI ROAD AT CH 1310 M BLOCK- MANORA ,DISTRICT- JASHPUR END PAKRITOLI

archcons creations

(A Group of Architects and Engineers)

101/102, Didwania Regency, Ring Road No. 1

Raipur (C.G.)- 492013

www.archconscreations.com

Estimate of Bridge across PAKRITOLI to MANORA at Ch. 1310

Pradhan Mantri Gram Sadak Yojna

Details of Proposal for Bridge (span more than 50 m)

S. NO. District Block Name of Road Phase Name of Bridge Approach Pavement Length (In 'm') Approach Pavement Cost (In Lakh) Water Way Length (In 'm') Cost of Diversion Work Stop Dam Cost (In Lakh) Water Way Cost (In Lakh) Total Cost (In Lakh) (8+10+11+12) Cost of 50m water way length (on prorata basis) Cost to be borne by GOI. (8+14) Cost to be borne by State (13-15)

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

Prepared by : Signature : Technical Scrutiny Signature:

Name : done by : Name:

Checked by : Signature : Coordinator : Signature:

Name : STA Name:

Scrutinized by : Signature :

Pradhan Mantri Gram Sadak Yojna

District wise Project Proposals

Proforma P-4 Proposed Bridge on already sanctioned Road Span > 50 Mtr

S.NO. Phase Old (Sanction road ) Package No. Distt. Block Name of Road from starting point to connecting Village Village Proposed for connectivity Village getting connected on way Total population Served (8+10) Type of Proposal N/U Pavement CD Works Total Cost No of link Route/Throught Status of Road

Name Pop. Name Pop. Length (In Kms) Cost (Rs. In Lakh) No. of Works Cost (Rs. In Lakh)

1 #REF! #REF! #REF! #REF! #REF! N #REF! #REF! 01 #REF! #REF! Complete

Prepared by : Signature : Technical Scrutiny Signature:

Name : done by : Name:

Checked by : Signature : Coordinator : Signature:

Name : STA Name:

Scrutinized by : Signature :

Pradhan Mantri Gram Sadak Yojna

District wise Project Proposals

Proforma P-4 Proposed Bridge on already sanctioned Road Span > 50 Mtr

S.NO. District Block Name of Bridge Name of Road (Previously sanction) Total population served Type of proposal N/U Approach Pavement CD Works Total Cost No of Links Route/Throughth

Length (In Kms) Cost (Rs. In Lakh) No. of Works Cost (Rs. In Lakhs)

1 #REF! #REF! #REF! #REF! N #REF! #REF! 01 #REF! #REF!

Prepared by : Signature : Technical Scrutiny Signature:

Name : done by : Name:

Checked by : Signature : Coordinator : Signature:

Name : STA Name:

Scrutinized by : Signature :

Pradhan Mantri Gram Sadak Yojna

District wise Project Proposals

Proforma P-4 Proposed Bridge on already sanctioned Road Span > 50 Mtr

S.NO. District Package No. Block Name of Bridge Span (in mtr.) Est. Total Cost (Rs. In Lacs.) Name of Road (Previousely Sanction) Phase Length of Road Previousely Sanction Is the proposal and Extension of Road Already Taken up in Phase………….. Is the proposal Part of Road Taken up in Ealer In Phase…………..

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

Prepared by : Signature : Technical Scrutiny Signature:

Name : done by : Name:

Checked by : Signature : Coordinator : Signature:

Name : STA Name:

Scrutinized by : Signature :

PRADHAN MANTRI GRAM SADAK YOJANA

LONG SPAN BRIDGE STATE BUDGET 2025-26

BILL OF QUANTITY

SOR enforced from 01st Jan 2025 CGPWD Raipur for Bridge work. For Approach and Diversion part SOR enforced from 22.02.2018 issused by CGRRDA.

Package No.- CG 09 LSB 19 NAME OF DISTRICT : KABIRDHAM

Name of Bridge - BITKULI TO BITKULIKHURD at RD 850 M BLOCK : KAWARDHA

Length :- 100 M

S.No. Ref. From SOR Description Unit Rate 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

III Ordinary rock (not requiring blasting) Cum 260.00 1205.40 313404.00

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 32.20 1022.19 32915.00

(ii) 3 m to 6 m depth Cum 36.80 182.40 6712.00

II Ordinary rock (not requiring blasting) Cum 52.00 1205.40 62681.00

2 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 as per section 1500, 1700 & 2100. Cum 4791.00 148.88 713305.00

3 2.2 ANNULAR FILLING

Providing & Filling Annular Space Around Footing in Rock up to top of rock with Lean concrete M-15 Nominal mix in foundation1.5m in shoft rock & 0.60m in hard rock with crushed stone aggrigate 40mm nominal size & as per relavant clause of section 1500, 1700 & 2100. NOTE :- Only footing size of 30cm offset all rounder to be concider for payment. Cum 4791.00 126.01 603731.00

4 2.26 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 Each 7141.00 6.00 42846.00

(ii) Beyond 1.0 m upto 5.0 depth RM 1690.00 24.00 40560.00

5 Reinforced Cement Concrete in foundations - M30

2.6 A (vii) Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications as per section 1500, 1700 & 2100. Cum 5740.00 367.13 2107303.00

6 HSD bars reinforcement in Foundation

2.25 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 79298.00 40.38 3202359.00

7 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 6372.00 441.32 2812062.00

8 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 79704.00 49.92 3978952.00

3.9 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 438.00 144.63 63349.00

10 Back Filling Behind abutment

3.10 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 1011.00 276.02 279056.00

11 Elastomeric Bearing

3.15 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 1.10 588000.00 646800.00

12 RGG/PSC Grade M-35 in Slab

C II (a) (ii) Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 Cum 7383.00 236.36 1745070.00

Height 5 to 10m

RGG/PSC Grade M-35 in T-Beam

C II (a) (ii) Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 Cum 7383.00 246.04 1816506.00

Height 5 to 10m

13 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 as per Section 1600. MT 81366.00 86.83 7065205.00

RCC Crash Barrier

14 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. Cum 7356.00 68.51 503927.00

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 as per Section 1600. MT 81366.00 21.24 1727948.00

15 Cement Concrete Wearing Course

4.4 Providing and laying Cement concrete wearing coat M-35 grade including reinforcement of 9mm diametre @ 150mm c/c spacing in bothwatys for each 75mm thickness of concrete complete as per drawing and Technical Specifications as per relevant clause of section 2700. Cum 12684.00 60.21 763704.00

16 Drainage Spout

4.13 Supplying and installing drainage spouts complete as per drawing and Technical specification clause 2705. Each 2688.00 68.00 182784.00

17 M15 grade PCC below Approach Slab

4.15 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant section 2700 Cum 4607.00 8.82 40634.00

RCC in Approach Slab, including reinf 0

4.16 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 9867.00 17.64 174054.00

18 Strip seal type expansion joint

4.22 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 11567.00 50.40 582977.00

19 Filler joint

4.18 (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 320.00 0.00 0.00

19 Testing of span of bridge

4.29 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 912.00 77.00 70224.00

20 Cement Concrete Blocks Of Size 0.3x0.3x0.2 m Cast In Cement Concrete Of Grade M15

5.4 B Providing and lying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankement and cement grouting withC:M-1:4 in pitching gap between stone/block complete as per drawing and technical specification as per section 2504. Cum 5620.00 12.08 67903.00

21 Filter Media

3.11 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 1968.00 40.37 79452.00

22 Filter material underneath pitching

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 2232.00 12.08 26968.00

23 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 44.68 7864.00

24 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 2.00 9334.00

25 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. Each 13749.00 1.00 13749.00

26 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. Each 14015.00 1.00 14015.00

27 Marble Plate

4.27 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. Sqm 940.00 2.00 1880.00

29 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 1933.67 203035.00

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

4.26 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 170.00 553.61 94113.00

Dismantling of existing structure

1.5 (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 563.00 693.00 390159.00

1.5 (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 609.00 330.00 200970.00

1.10 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 1321.00 990.00 1307790.00 32275752.00

1 3.5 (i) Excavation

Excavation in BITKULI

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 65.00 950.00 61750.00

Excavation in BITKULIKHURD

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 65.00 893.00 58045.00

2 Construction of embankment

3.4 (ii) 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 176.00 8734.00 1537184.00

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 200.00 344.00 68800.00

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) Cum 650.00 340.00 221000.00

5 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. Cum 1478.00 255.00 376890.00 34599421.00

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 1699.00 73057.00

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 3398.00 44174.00

8 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 7593.00 85.00 645405.00

9 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 1699.00 207278.00

5.5 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 and B seal coats) Sqm 43.00 1699.00 73057.00

Protection work

7..1 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

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m P.C.C grade M 15 (Nominal mix (1:2.5:5) Cum 3848.00 226.00 869648.00

13 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 Cum 6372.00 1296.00 8258112.00 8258112.00 0.00

14 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 79704.00 116.64 9296674.56 9296675.00 -0.44

15 3.9 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 438.00 324.00 141912.00 141912.00 0.00

16 Pitching on slopes

10.5 (I) Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 Stone/Boulder Cum 1440.00 178.00 256320.00

17 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 88.00 146080.00

1 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 3660.00 18300.00

2 (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) Cum 176.00 549.00 96624.00

3 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 180.00 824.00 148320.00

4 Construction of granular sub-base 0

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 650.00 289.00 187850.00

5 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 1415.00 144.00 203760.00

6 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 2.00 9334.00

7 7.1 (I)(i) Excavation for Structure of 600mm 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 38.00 9614.00

8 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. Rm 2928.00 30.00 87840.00

9 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 Cum 911.00 9.00 8199.00

10 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 22.00 16104.00

TOTAL CONSTRUCTION COST 56445009.56 56445010.00 0 0.44

Routine Maintenance Cost 0.00

Sub Engineer Assistant Engineer Executive Engineer

C.G.R.R.D.A.,PIU-1, C.G.R.R.D.A.,PIU-1, C.G.R.R.D.A.,PIU-1,

Distt. Kawardha(C.G.) Distt. Kawardha (C.G.) Distt. Kawardha (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. k

I Ordinary soil

(i) Upto 3 m depth 0.00 Cum 131.40 0.00

(II) Ordinary rock (not requiring blasting) #REF! Cum 221.40 #REF!

(II) Ordinary rock (not requiring blasting) #REF! Cum 44.28 #REF!

3 2.6 A (i) Plain cement concrete

M15 grade plain cement concrete below foundations as per drawing and technical specification clause 1700. 23.10 Cum 4151.70 95904.00

4 3.6 D (a) (i) 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

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. 3.24 Ton 62101.80 201107.00

6 Karri Shutters

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

Filling puddle earth between karri shutters. 0.32 Cum 150.00 48.00

8 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!

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. #REF! Cum 4234.50 #REF!

10 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 0.00 Cum 2171.70 0.00

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. #REF! Cum 2228.40 #REF!

12 Compected earth filling

7.8 Road ‐2018 CGRRDA 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! 232.76 #REF! -0.6315789474

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

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 8.4 5 6

A Cleaning and Grubbing 1 X #REF! X 34.4 = #REF! Sqm lp 9.2 up 2.1 3.50

#REF! hect dn 2.35 4.00

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.

(II) Ordinary Rock (not requiring blasting)

Flexible 1 X 1.20 X 3.00 X 2.27 = 8.17 Cum

Cistern 1 X 1.20 X 2.00 X 2.27 = 5.45 Cum

Wing Wall 2 X 20.80 X 3.00 X 3.50 = 436.80 Cum

Staircase 2 X 15.00 X 7.00 X #REF! = #REF! Cum

Curtain wall (US) 1 X 21.20 X 3.30 X 3.60 = 251.86 Cum

Curtain wall (DS) 1 X 11.20 X 3.55 X 4.10 = 163.02 Cum

Toe Wall near staircase 2 X 15.00 X 1.40 X 2.27 = 95.34 Cum

TOTAL #REF! 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 #REF! = #REF! Cum

TOTAL #REF! 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 x 3.00 x 0.45 = 0.00 Cum

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

Deduction 1 x 15.00 x 0.80 x 0.20 = -2.40 Cum

TOTAL 23.10 Cum

4 3.6 D (a)(i) 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 non sor steel shutters

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 Non sor Puddle Earth

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.

4 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 4 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 16.65 x 0.30 = 0.00 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 2 x 0.00 x 3.00 x 1.00 = 0.00 Cum

apron besides of stopdam 0 x #REF! x 41.60 x 0.50 = #REF! Cum

0 x #REF! x 41.60 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

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 185

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 1.80 X 0.200 = #REF! #REF! Cum

2 #REF! X 3.43 X 0.200 = #REF! #REF! Cum

1 #REF! X 5.05 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 7.00 X 0.150 = #REF! #REF! Cum

2 #REF! X 5.38 X 0.150 = #REF! #REF! Cum

1 #REF! X 3.75 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 7.00 X 0.150 = #REF! #REF! Cum

2 #REF! X 5.38 X 0.150 = #REF! #REF! Cum

1 #REF! X 3.75 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 7.00 X 0.200 = #REF! #REF! Cum

2 #REF! X 5.38 X 0.200 = #REF! #REF! Cum

1 #REF! X 3.75 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 :