NIT 1154 Cons. &Main.PMJANMAN PKG No CG 04-58 District- Dhamtari

PACKAGE No. CG- YEAR 2023-2024 CRUST WIDTH & THICKNESS OF BT ROAD

GRAM PANCHAYAT. - For Bitumen Road

DISTRICT Dhamtari Top Width 7.5 3.75 Shoulder Width 1.875 Side Slope

BLOCK Nagari Layer Thickness Top Bottom Width Layer I Top / Bottom Layer II Top / Bottom

ROAD NAME Gattasilliy Ryt To Pahariyapara Kharkabharri Bade para Bandha Approach Road Link / Throgh ROUTE NO. PMC 0.02 1.875 1.915 3.750 2 1

ROAD FROM Gattasilliy Ryt T- WMM 0.075 1.915 2.065 3.750

ROAD TO Bade para Bandha WMM 0.075 2.065 2.215 3.750

EXISTING ROAD DETAILS :- TRAFFIC SURVEY DATE 12-Dec-23 GSB 0.150 2.065 2.365 4.050 8.18 8.78 1.975 2.315

Total Length of Road 6000.00 M SUBGRADE-I 0.000 8.780 8.78 8.78 ES 2.415 2.715

PROPOSED Rigid Pavement FROM CH. TO THK ENROUTE SUBGRADE-II 0.000 5.030 8.78 8.78 2.075 2.195 2.515

0.00 CRUST WIDTH & THICKNESS OF BT ROAD 0 125 125

0.00 Top Width 7.5 3.8 Shoulder Width 1.875 Side Slope 22600

TOTAL 250.00 1.00 Layer Thickness Top Bottom Width Layer I Top / Bottom Layer II Top / Bottom

Length of Flexible Pavement 5750.00 m Speed Breakers Location DLC 0.000 2.275 2.275 3.750

EX. EARTHEN ROAD FROM CH. TO DES. CBR RANGE SOIL TYPE GSB DL 0.000 5.500 8.3 8.3 1.875 2.275

(Length for New Road) 0.00 1000.00 10% TO 15% BC SOIL GSB 0.100 8.500 8.3 8.7 2.275 2.475

SUBGRADE-II 0.000 4.950 8.7 8.7

EARTHAN SHOULDER 0.100 2.375

HARD SHOULDER 0.200 2.075 0.295 8.68

(Length for Upgradation Road) FROM CH. TO THK WIDTH EX. ROAD WIDTH 10

AGL PORTION FROM TO LENGTH SIDE

Length under Upgradation 5750.00 m School Village speed breakers RD breakers (no.)

Width of Existing Road 3.00 m 2

Average Proposed Embk. Ht. 0.00 m

NO. OF VILLAGES 24.00 No

NO. OF AGRICULTURAL CROSSING 12.00 No

Total Length of Curves < 60m radius 420.00

Existing Culverts 7.00 No

Replacement of Culverts 1.00 No

Proposed Culverts 5.00 No

Damaged Parapets etc. 0.00 No

Improvement 0.00 No

SIDE LENGTH HEIGHT CH FROM CH TO

FOR CC DRAIN BOTH SIDE 2.00 250.00 1000 1250

FOR WEARING COAT 0.00 0.00

FOR PARAPET WALL 0.00 0.00

FOR FACE FALL 0.00 0.00

FOR RETAINING WALL 0.00 0.00

FOR TOE WALL 1.00 100.00

FOR CC DRAIN SINGLE SIDE 1.00 0.00

Earthen/GSB FROM CH. TO WIDTH 2100 3700 900 0

Boulder Based/BT FROM CH. TO G.S.B

DPR Consultant Sub Engineer (PIU CGRRDA DHAMTARI) Assistant Engineer (PIU CGRRDA DHAMTARI) EXECUTIVE ENGINEER (PIU CGRRDA DHAMTARI)

Gattasilliy Ryt To Pahariyapara Kharkabharri Bade para Bandha Approach Road

CURVE DESIGN TABLE

Curve CH. of the Radius of Dev. L Ts H.I.P. V Ls(I) Ls(II) Ls Max 0s C Lc S Ts Es e BC EC Total Length of Curve (M.)

No. start point. Curve Angle (M) (M) (M) Km/ph (M) (M) (M) (Deg) (Deg) (M) (M) (M) (M) IN % (M) (M)

of curve in (Metre) (Deg)

TOTAL LENGTH OF CURVE 149.58

0.00 Sub Engineer (PIU CGRRDA DHAMTARI) Assistant Engineer(PIU CGRRDA DHAMTARI)

, % V- R- d- Ts-

S- Lc- Ls- Es- e-

, % V- R- d- Ts-

S- Lc- Ls- Es- e-

, % V- R- d- Ts-

S- Lc- Ls- Es- e-

, % V- R- d- Ts-

S- Lc- Ls- Es- e-

, % V- R- d- Ts-

S- Lc- Ls- Es- e-

, % V- R- d- Ts-

S- Lc- Ls- Es- e-

, % V- R- d- Ts-

S- Lc- Ls- Es- e-

, % V- R- d- Ts-

S- Lc- Ls- Es- e-

, % V- R- d- Ts-

S- Lc- Ls- Es- e-

, % V- R- d- Ts-

S- Lc- Ls- Es- e-

10 V-,R-,d-,Ts-

, % V- R- d- Ts-

S- Lc- Ls- Es- e-

11 V-,R-,d-,Ts-

GOVERNMENT OF CHHATTISGARH

PANCHAYAT AND CHHATTISGARH RURAL ROAD DEVELOPMENT DEPARTMENT

DETAIL PROJECT REPORT

FOR RURAL ROADS CONNECTIVITY SCHEME

PRADHAN MANTRI GRAM SADAK YOJANA

PM JANMAN YOJANA (PVTG)

DISTRICT :- DHAMTARI BLOCK :- NAGARI

NAME OF ROAD :-GATTASILLIY RYT TO PAHARIYAPARA KHARKABHARRI BADE PARA BANDHA APPROACH ROAD

PACKAGE : CG- VR

Length = 5.615 (BT) + 0.385 (CC) 6.000 Incl.GST Cost : Kms Avg. Cost (K.M) Avg. Cost (K.M) With GST

Cost of Flexible Pavement (Rs. Lacs) 241.60 285.09 : Lacs 40.27 47.52 285.09 0.00

Cost of Rigid Pavement (Rs. Lacs) 5.33 6.28 : Lacs 0.89 1.05 6.28 0.00

Cost Of Protection Work (Rs. Lacs) 4.25 5.01 : Lacs 0.71 0.84 5.01 0.00

Total Pavement Cost (Rs. Lacs) 251.18 296.39 : Lacs 41.86 49.40 -11.999984 296.39 0.00

Cost of CDs (Rs. Lacs) 4.36 5.15 : Lacs 0.73 0.86 5.15 0.00

Utility shifting/relocation 0.00 0.00 : Lacs 0.00 0.00 0.00 0.00

Maintenance Cost (Rs. Lacs) 24.00 28.32 : Lacs 4.00 4.72 28.32 0.00

Renewal coat after 5 years 0.00 0.00 : Lacs 0.00 0.00

Total Cost Incl. Maintenance (Rs. Lacs) 279.54 329.86 : Lacs 46.59 54.98 329.86 0.00

Executive Engineer cum Member Secretary

CGRRDA, DHAMTARI District - DHAMTARI (C.G.)

M.R. CONSTRUCTION

21/14 New Purena Telibandha Raipur, Dist.-Raipur (C.G)

Mo.:- (+91) 9074131314 , 9326783645 E-mail : [email protected]

M.R. Infrastructure

Aadil Complex, Maitri Nagar gate Sunder Nagar Raipur. Dist.-Raipur (C.G)

E-mail : [email protected]

PRADHAN MANTRI GRAM SADAK YOJANA FORMAT F-6

COST ESTIMATE FOR ROAD CONSTRUCTION

Road from :- Gattasilliy Ryt To Pahariyapara Kharkabharri Bade para Bandha Approach Road Block : Nagari

Length of the Road (Kms) : 6.00 Distt : Dhamtari

Sr. No. SOR Item No. DESCRIPTION OF ITEMS Nos L(m) B(m) D(m) QUANTITY UNIT RATE (Rs.) AMOUNT (Rs.)

CUTTING OF TREES,CLEARING GRASS,CLEARING & GRUBBING & DISMANTLING

1 2.1 Setting Out

Setting Out work complete with construction of bench mark (Min 1 per km) working benchmark (Min 4 per km) and near all bridges and cross-drainage works made of bricks/stone masonary or concrete and reference pillars made of precast concrete poles/concrete filled 100 mm dia A.C.pipe @ 100 m interval of as required on both sides of the formation width, marking on central line, setting out curves and recording of central line levels and other required levels and distances etc. including setting out of cross-drainage structures & bridges with required reference pillars and marking etc. as directed by Engineer-in-Charge. 6000.00 6.000

2 2.2 Clearing Grass and Removal of Rubbish

Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means 2 6000.00 1.800 21600.000 Sqm 1.00 21600.00

3 2.3 Clearing and Grubbing Road Land

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 2 6000.00 2.000 24000.000 Sqm 5.00 120000.00

4 2.4 Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps

Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. (Lead upto 1000 m)

i) Girth above 300 mm to 600 mm 0 0.000 Each. 235.00 0.00

ii) Girth above 600 mm to 900 mm 0 0.000 Each. 420.00 0.00

iii) Girth above 900 mm to 1800 mm 0 0.000 Each. 813.00 0.00

4 3.1 Preparation of Foundation for Embankment

Scarifying the existing bituminous/ Granular road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

Sub Total Cutting of trees,Clearing Grass,Clearing & Grubbing & Dismantling Flexible Pavement: - 231408.00

4 3.2 Compacting Original Ground / Existing Embankment 0.495

Loosening, Levelling and Compacting original ground/existing embankment/supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. 2 5750.00 3.00 0.150 5175.00 Cum 21.00 108675.00 9.48

5 3.8 (i) Surface Drains in Soil

Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with all lift and lead of 50 m as per Technical Specification Clause 307.

5 3.5 (I) Excavation in Cutting in Soil by manual means with lead upto 50 m 5.73

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 Earth Work Summary Sheet (B) 3922.00 3922.00 Cum. 65.00 254930.03 2.865

6 3.3 (I) Construction of Embankment with Material Obtained from Roadway Cutting 0.32

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 Earth Work Summary Sheet (H) 4301.663 4301.663 Cum. 55.00 236591.46

7 3.4 (II) Construction of Embankment with Material Obtained from Pits 10.38

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) Earth Work Summary Sheet (J) 27759.478 27759.478 Cum. 176.00 4885668.08 7.38 3.69

8 3.12 (A) Construction of Subgrade and Earthen Shoulders 0.495

Construction of sub-grade 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) 6.63 0.345 0.195

Earthen Shoulder for BT Portion Besides WBM 2 5750.000 2.295 0.220 5806.35 3.315

Sub Total Earthwork: - 6576448.57 1170

9 4.1 Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1)

(d) 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)

Crushed stone materials (CBR 35 or more), This item is to be used only, where local GSB material or GSB material with blending with other material is not available.

Quantity of extra widening of Superelevation (As per Annexure-A1) 15.72 -1.025 1.10

Extra Widening of CD portion (As per Annexure-A2) 8.93

Extra Quantity of Juntion portion (As per Annexure-A3) 14.74

Deduction for Culverts 5 5.80 4.050 0.150 -3.524 0.455

10 4.8 Wet Mix Macadam 830 11.72

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. 40870.2

Quantity of extra widening of Superelevation (As per Annexure-A1) 20.73 -1.900 11.8

Extra Widening of CD portion (As per Annexure-A2) 17.01 -0.950 5.9

Extra Quantity of Juntion portion (As per Annexure-A3) 44.23 17191.125

Deduction for Culverts 5 5.80 3.750 0.075 -1.631 23679.075

Sub Total GSB, WMM : - 9236059.06

11 3.12 (B) Construction of subgrade and earthen shoulders

Construction of sub-grade 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)

Deduction for Culverts 5 5.80 1.975 0.100 -1.146

Sub Total Shoulder : - 473770.90 2.175

12 5.1 Prime Coat (Low Porosity)

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 1 5750.00 3.750 21562.50 -2.5 -1.25

Quantity of extra widening of Superelevation (As per Annexure-A1) 125.75

Extra Widening of CD portion (As per Annexure-A2) 38.85

Extra Quantity of Juntion portion (As per Annexure-A3) 98.280

13 5.2 (iii) Tack Coat

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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Quantity of extra widening of Superelevation (As per Annexure-A1) 125.75

Extra Widening of CD portion (As per Annexure-A2) 38.85

Extra Quantity of Juntion portion (As per Annexure-A3) 98.280

14 5.6 Bituminous Macadam

Bituminous Macadam 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.

Quantity of extra widening of Superelevation (As per Annexure-A1) 0.00

Extra Widening of CD portion (As per Annexure-A2) 0.00

Extra Quantity of Juntion portion (As per Annexure-A3) 0.000

14 5.13 20mm thick Open-Graded Premix Carpet using Bituminous Binder Mixing with processed Waste plastic (as per IRC:SP:98-2013) by replacement of 8% Bitumen binder by weight.

20mm thick Open-Graded Premix Carpet using Bituminous Binder Mixing with processed Waste plastic (as per IRC:SP:98-2013) by replacement of 8% Bitumen binder by weight. Providing, laying and rolling of 20mm thick open-graded premix carpet (Thickness not less than 20 mm at any place) composed of 13.2 mm graded aggregate size @ 0.18 cum per 10 sqm & 11.2 mm graded aggregate size @ 0.09 cum per 10 sqm using with bitumenous binder @13.43Kg per 10 sqm (i.e. 92% of standard Bitumen and 8% waste processed plastic by weight shall be used for coating aggregate after its heating) as per IRC:SP:98-2013, laying to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades as per Technical Specification Clause 508 to be followed by seal coat of either Type A , Type B or Type C as per Technical Specification.

Quantity of extra widening of Superelevation (As per Annexure-A1) 125.75

Extra Widening of CD portion (As per Annexure-A2) 38.85

Extra Quantity of Juntion portion (As per Annexure-A3) 98.280

15 5.5 Seal Coat

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510, Viscocity grade (VG) Bitumen specification as per IS 73:2006

Quantity of extra widening of Superelevation (As per Annexure-A1) 0.00

Extra Widening of CD portion (As per Annexure-A2) 0.00

Extra Quantity of Juntion portion (As per Annexure-A3) 0.000

TOTAL 0.00 Sqm 43.00 0.00

Sub Total Bitumen Work: - 4277774.09

16 7.10 Providing concrete

Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

II P.C.C grade M 15(Nominal mix (1:2.5:5) 1.95

16 6.2 Roller Compacted Concrete Pavement

Construction of Roller Compacted Concrete Pavement (RCCP) with coarse and fine aggregates conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum aggregate cement ratio of 5:1 mm and with minimum cemnt content of 310 kg per cum, aggregate gradation to be as per Table 602.2 after blending, mixing in concrete mixer at optimum moisture content, transporting to site, laying with wheel barrows or steel pans or with mechanical paver, compacting with 80-100 kN smooth wheel, tandem vibratory roller, to achieve, the designed flexural strength, finishing and curing as per drawings and Technical Specification Clause 1502 1.75

PROVISION OF ROAD FURNITURE

17 9.2 A Semi-Reflective Traffic signs upto 0.90 sqm

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 30 0.60 0.60 12.60 Sqm 4729.00 59585.40

18 9.21(B) Retro-Refl ective Traffi c signs

9.21(B) Direction and place identification signs up to 0.9 Sqm. sisn board Providing and erecting direction and place identification of Retro reflective sheeting classs A/ class B sign boards type IV as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORI) specifications ofrequired shade and colour. Supported and welded on two nos.47 mm x 47 mm of 12 SWG square tube of 3050 mm height duty strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mmr 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

19 9.16 Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings. 3 3.00 Each 6626.00 19878.00

20 9.21(A) A typical design of PMGSY informatory Sign Board is shown in fig. 12ffi.1 The specification and installation details ofthe typical sign board are given below:

(i) The board will be a composite unit consisting of three plates of Alumininm Composite Materials (ACM), material specifications are per Clause 1701.3.7 The top most plate will be in diamond shape of 600 mn x 600 mm sizr, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size on back on edges. The middle plate will be 1200 mm 150 mm size riveted over welded rvr.s. angle iron frame of 25 mm x 25 nm x 5 mm size on back on edges. The main Iower most plate wiII be 1500 mn x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG ) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate wilt be flushed with the top of 75 nm dia medium steel tube posts and these posts will be embedded in cement concrete M 15 grade blocks of 450 mm x 450 mm x 600 mm below ground level. The height of bottom of the lower nost plate will be 1200 mm from normal ground level and the bottom of middle plate will be 100 mm above the top level of the lower most plate. The diamond shaped plate mounted over angle iron frame will be connected to middle plate by square medium steel section of 47 mm x 47 mm thickness 12 SWG having a spacing of 100 mm between the diamond shaped plate and middle plate and this square section will be welded to the bottom point of the diamond shaped plate. (ii) The lettering and borders etc. of middle and bottom plate, pMGSy logo on top plates shall be as per clause 1701.4.6 messages/Borders. All the section of frame and posts will be painted with primer and two coats of Epoxy paint The steel tube below ground level will be painted with three coats of Epoxy paint The design, painting and lettering shall be done as per approved drawing. (iii) For warranty and durability the clause 1701.5 and for maintenance the clause 1911 shall be applicable. (iv) A reference number along with the month and year of installation should be placed on the back of a sing in a contrasting colour or by stamping in characters not exceeding 50 mm in height. 1 1.00 No 17699.00 17699.00

21 9.15 (A) Providing and fixing 'Citizen Information Board' of PMGSY Project (A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back 2 2.00 Each 14015.00 28030.00

TOTAL 131748.60

22 9.8 Kilometre Stones & Boundary Pillar

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

(i) 5th Kilometre Stone (precast) 1 1.00 Each 3700.00 3700.00

(ii) Ordinary Kilometer Stone (Precast) 7 7.00 Each 2194.00 15358.00

(iii) 200 m stone (precast) 24 24.00 Each 463.00 11112.00

23 9.9 Boundary Pillar Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 60 60.00 Each 517.00 31020.00

24 9.17 Guard Stone Reinforced cement concrete M15 grade Guard Stone of size 200 mm x 200mm x 800 mm fixing in position including painting and printing etc. as per drawing, Technical Specification and as per direction of Engineer in Charge. 133 133.00 Each 472.00 62776.00

TOTAL 123966.00

MISCELLANEOUS ITEM

25 7.6 (A) Providing & Laying Cement Concrete Pipe NP3 on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets as per clause 1106 .

24 7.34 Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2

(i) For Existing Bridge Portion 0 100.00 0.00 RM 1774.00 0.00

26 9.18 Road marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes.)

Pedestrian 20% 240.00

27 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. For Toe Wall

For Field Crossing Pipe Portion 12 12.50 0.800 0.500 60.00

28 10.5 Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 I. Stone/Boulder

29 10.11 (III) Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 1 100.00 0.9 0.20 18.00

III. Cement concrete grade M 10 in case of concrete block pitching P.C.C grade M 10 (Nominal mix 1:3:6) 1 100.00 (0.70+0.3)/2 1.20 60.00

30 9.20 Speed Braker For 7.50 M Formation Width

(A) Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as 2.000 2.000 Each 22547.00 45094.000

Stone Inauguration 10000.000

31 10.11 Consultancy charges for survey & preparetion of DPR 0 6000.00 6.00 Km 20000.00 120000.00

From Retaining Wall 0.00

From CC drain sheet 465530.73

TOTAL 2334232.73

GRAND TOTAL 23917907.95

Grand Total 28223131.38

SAY 282.23 LACS.

DPR Consultant Sub Engineer (PIU CGRRDA DHAMTARI) Assistant Engineer(PIU CGRRDA DHAMTARI) EXECUTIVE ENGINEER(PIU CGRRDA DHAMTARI)

Flexible pavement 266.42 239.18 225.8

Rigid pavement 6.284 5.325

Protection Work 9.53 8.08

PRADHAN MANTRI GRAM SADAK YOJANA FORMAT F-6

Road from :- Gattasilliy Ryt To Pahariyapara Kharkabharri Bade para Bandha Approach Road Block : Nagari

Length of the Road (Kms) :- 6.00 Distt : Dhamtari

ESTIMATE OF PCC DRAIN

S.No. SOR No. DESCRIPTION OF ITEMS Nos L(m) B(m) D(m) QUANTITY UNIT RATE (Rs.) AMOUNT (Rs.)

1 3.5 (i) Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation 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" 2 250.00 0.700 0.55 192.50 RM 65.00 12513.00 Main!A1

2 6.5 Construction of Plain Cement Concrete Drain with P.C.C. grade M-15 including all shuttering/form work etc. complete as per drawings/technical specification and direction of engineer in charge. 2x2 250.00 0.4 0.15 60.00

3 7.27 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

I R.C.C. grade M 20 1:2:4

R.C.C. Cover in front of houses (Length/6 M) 25 1.50 0.70 0.10 2.63 Cum 4885.00 12823.00

4 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 (12 MM)

Extra Quantity of Items required near culverts (Fanning portion)

Name of Road: Gattasilliy Ryt To Pahariyapara Kharkabharri Bade para Bandha Approach Road

S. No. Span No. G.S.B. WMM BM Primer Coat Tack Coat PMC Seal Coat CC

DPR Consultant Sub Engineer (PIU CGRRDA DHAMTARI) Assistant Engineer(PIU CGRRDA DHAMTARI)

No Length Width Thickness Quantity

EXTRA QUANTITIES OF DIFFERENT ITEMS AT CURVE PORTION

Name of Road: Gattasilliy Ryt To Pahariyapara Kharkabharri Bade para Bandha Approach Road

Curve No. Curve Length Super elevation Extra width Quantity

Earth Work G.S.B. WMM BM Primer Coat Tack Coat PMC Seal Coat CC

0.00 Sub Engineer (PIU CGRRDA DHAMTARI) Assistant Engineer(PIU CGRRDA DHAMTARI)

Extra Quantity of Junction portion

Name of Road: Gattasilliy Ryt To Pahariyapara Kharkabharri Bade para Bandha Approach Road Gattasilliy Ryt To Pahariyapara Kharkabharri Bade para Bandha Approach Road

S. No. Chainage Earth Work G.S.B. WMM BM Primer Coat Tack Coat PMC Seal Coat CC Main!A1

DPR Consultant Sub Engineer (PIU CGRRDA DHAMTARI) Assistant Engineer(PIU CGRRDA DHAMTARI)

PRADHAN MANTRI GRAM SADAK YOJANA F-7

Name of Road:- Gattasilliy Ryt To Pahariyapara Kharkabharri Bade para Bandha Approach Road

Sr. No. Type of Culvert CH Unit Cost (In Lakhs) Total Amount (In Lakhs) Remark Main!A1

1 1 Row X 1000mm Dia HPC 1000 2.79 2.79 CD!A1

2 1.50m Span Slab Culvert 1309 4.64 4.64

3 1.50m Span Slab Culvert 1600 4.49 4.49

4 1 Row X 1000mm Dia HPC 3100 2.86 2.86

Dismentling Cost of Ex. Culvert 0.107 2.87

Improvement Cost of Ex. Culvert 0.000

DPR Consultant Sub Engineer (PIU CGRRDA DHAMTARI) Assistant Engineer(PIU CGRRDA DHAMTARI)

PRADHAN MANTRI GRAM SADAK YOJANA

(Ministry of Rural Development, Govt. of India )

Detailed Estimate for Dismentaling of Existing Culverts

S.No. Item No ITEM DESCRIPTION NO L B D Quantity Rate Unit Amount in Rs/-

1 2.6 (I) Dismentaling of Structere like Culverts, bridges , retaining walls and other structure compraising of masnory, cement concrete, wood work, steel work, including T&P and scaffolding whweever necessary, sorting the dismenteled material, disposal serviceable material with all lift & lead of 1000m as per Technical specifications Clause 202. By Manual Means

(B) Cement Concrete

TOTAL 0.00 351.00 Cum 0

(c) Reinforced Cement Concrete 348 417.6

TOTAL 0.00 1045.00 Cum 0

2.8 Dismentaling of Structere like Culverts, bridges , retaining walls and other structure compraising of stone masnory disposal unserviceable material & stacking the serviceable material with all lift & lead of 1000m as per Technical specifications Clause 202. By Manual Means 908 1089.6

(A) Rubble Stone Masonry in Lime/Cement/mud mortar

TOTAL 0.00 250.00 Cum 0

2.10 Removing all type of hume pipe & stacking within a lead of 1000m includiung earth work & dismentaling of masnory work as per technical specification Clause 202 208 249.6

(A) Upto 600 mm dia Hume Pipe 0 7.50 0.00 164.00 M 0

(C) Above 900mm dia Hume pipe 0 7.50 0.00 380.00 M 0 531 637.2

Say Rs/-- 0.000 Lacs

DPR Consultant Sub Engineer (PIU CGRRDA DHAMTARI) Assistant Engineer(PIU CGRRDA DHAMTARI)

PRADHAN MANTRI GRAM SADAK YOJANA FORMAT F-6

COST ESTIMATE FOR ROAD CONSTRUCTION

Road from :- Gattasilliy Ryt To Pahariyapara Kharkabharri Bade para Bandha Approach Road Block : Nagari

Length of the Road (Kms) : 6.00 Distt : Dhamtari

Sr. No. SOR Item No. DESCRIPTION OF ITEMS Nos L(m) B(m) D(m) QUANTITY UNIT RATE (Rs.) AMOUNT (Rs.)

CUTTING OF TREES,CLEARING GRASS,CLEARING & GRUBBING & DISMANTLING

1 2.1 Setting Out

Setting Out work complete with construction of bench mark (Min 1 per km) working benchmark (Min 4 per km) and near all bridges and cross-drainage works made of bricks/stone masonary or concrete and reference pillars made of precast concrete poles/concrete filled 100 mm dia A.C.pipe @ 100 m interval of as required on both sides of the formation width, marking on central line, setting out curves and recording of central line levels and other required levels and distances etc. including setting out of cross-drainage structures & bridges with required reference pillars and marking etc. as directed by Engineer-in-Charge. 0.00 0.000

2 2.2 Clearing Grass and Removal of Rubbish

Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means 0 0.00 0.000 0.000 Sqm 1.00 0.00

3 2.3 Clearing and Grubbing Road Land

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 0 0.00 0.000 0.000 Sqm 5.00 0.00

4 2.4 Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps

Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. (Lead upto 1000 m)

i) Girth above 300 mm to 600 mm 0 0.000 Each. 235.00 0.00

ii) Girth above 600 mm to 900 mm 0 0.000 Each. 420.00 0.00

iii) Girth above 900 mm to 1800 mm 0 0.000 Each. 813.00 0.00

4 3.1 Preparation of Foundation for Embankment

Scarifying the existing bituminous/ Granular road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

Sub Total Cutting of trees,Clearing Grass,Clearing & Grubbing & Dismantling Flexible Pavement: - 0.00

4 3.2 Compacting Original Ground / Existing Embankment 0.495

Loosening, Levelling and Compacting original ground/existing embankment/supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. 0 0.00 0.00 0.000 0.00 Cum 21.00 0.00 9.48

5 3.8 (i) Surface Drains in Soil

Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with all lift and lead of 50 m as per Technical Specification Clause 307.

5 3.5 (I) Excavation in Cutting in Soil by manual means with lead upto 50 m 5.73

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 Earth Work Summary Sheet (B) 0.00 0.00 Cum. 65.00 0.00 2.865

6 3.3 (I) Construction of Embankment with Material Obtained from Roadway Cutting 0.00 0.32

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 Earth Work Summary Sheet (H) 0.000 0.000 Cum. 55.00 0.00

7 3.4 (II) Construction of Embankment with Material Obtained from Pits 10.38

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) Ch - 2100 m to 3300 m, 3600 to 4300 m 1 1900.000 4.050 0.125 961.88 Cum. 176.00 169290.00 7.38 3.69

8 3.12 (A) Construction of Subgrade and Earthen Shoulders 0.495

Construction of sub-grade 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. 6.63 0.345 0.195

Earthen Shoulder for BT Portion Besides WBM (2.215+2.075)/2= 2.145 m 2 1900.000 2.145 0.070 570.57 3.315

Approach Road 4x2 25.000 1.540 0.150 0.00

Deduction for Culverts -2 25.000 2.425 0.150 -18.19

Sub Total Earthwork: - 560609.00 1170

9 4.1 Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1)

(d) 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)

Crushed stone materials (CBR 35 or more), This item is to be used only, where local GSB material or GSB material with blending with other material is not available.

4300 to 6000m corrective course 1 1700.00 4.050 0.100 688.50

Quantity of extra widening of Superelevation (As per Annexure-A1) 15.72 -1.025 1.10

Extra Widening of CD portion (As per Annexure-A2) 8.93

Extra Quantity of Juntion portion (As per Annexure-A3) 14.74

Deduction for Culverts -1 25.00 4.050 0.150 -15.19 0.455

10 4.8 Wet Mix Macadam 830 11.72

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. 40870.2

Quantity of extra widening of Superelevation (As per Annexure-A1) 20.73 -1.900 11.8

Extra Widening of CD portion (As per Annexure-A2) 17.01 -0.950 5.9

Extra Quantity of Juntion portion (As per Annexure-A3) 44.23 17191.125

Deduction for Culverts -1 25.00 3.750 0.150 -14.06 23679.075

Sub Total GSB, WMM : - 7186979.00

11 3.12 (B) Construction of subgrade and earthen shoulders

Construction of sub-grade 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)

Deduction for Culverts -1 25.00 1.975 0.100 -4.938

Approach Road 2x2 10.00 1.000 0.100 4.000

Sub Total Shoulder : - 402673.00 2.175

12 5.1 Prime Coat (Low Porosity)

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 1 5750.00 3.750 21562.50 -2.5 -1.25

Quantity of extra widening of Superelevation (As per Annexure-A1) 125.75

Extra Widening of CD portion (As per Annexure-A2) 38.85

Extra Quantity of Juntion portion (As per Annexure-A3) 98.280

Approach Road 0 10.00 (5.00+3.75)/2 0.00

13 5.2 (iii) Tack Coat

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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Quantity of extra widening of Superelevation (As per Annexure-A1) 125.75

Extra Widening of CD portion (As per Annexure-A2) 38.85

Extra Quantity of Juntion portion (As per Annexure-A3) 98.280

Approach Road 0 10.00 (5.00+3.75)/2 0.00

14 5.6 Bituminous Macadam

Bituminous Macadam 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.

Quantity of extra widening of Superelevation (As per Annexure-A1) 0.00

Extra Widening of CD portion (As per Annexure-A2) 0.00

Extra Quantity of Juntion portion (As per Annexure-A3) 0.000

14 5.7 Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509, Viscocity grade (VG) Bitumen specification as per IS 73:2006

Quantity of extra widening of Superelevation (As per Annexure-A1) 125.75

Extra Widening of CD portion (As per Annexure-A2) 38.85

Extra Quantity of Juntion portion (As per Annexure-A3) 98.280

Approach Road 0 10.00 (5.00+3.75)/2 0.00

15 5.5 Seal Coat

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510, Viscocity grade (VG) Bitumen specification as per IS 73:2006

Quantity of extra widening of Superelevation (As per Annexure-A1) 0.00

Extra Widening of CD portion (As per Annexure-A2) 0.00

Extra Quantity of Juntion portion (As per Annexure-A3) 0.000

TOTAL 0.00 Sqm 43.00 0.00

Sub Total Bitumen Work: - 4277774.00

16 7.10 Providing concrete

Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

II P.C.C grade M 15(Nominal mix (1:2.5:5) 1.95

16 6.8 Construction of pannel concrete , plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying, primer, sealant, admixture asapproved,curing of concrete slabs for 14 days Curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause1501.PCC Grade M-30 Each (0.5m x0.5m to 1.00m x1.00m) thickness 100 mm

PROVISION OF ROAD FURNITURE

17 9.2 A Semi-Reflective Traffic signs upto 0.90 sqm

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 35 0.60 0.60 12.60 Sqm 4729.00 59585.00

18 9.21(B) Retro-Refl ective Traffi c signs

9.21(B) Direction and place identification signs up to 0.9 Sqm. sisn board Providing and erecting direction and place identification of Retro reflective sheeting classs A/ class B sign boards type IV as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORI) specifications ofrequired shade and colour. Supported and welded on two nos.47 mm x 47 mm of 12 SWG square tube of 3050 mm height duty strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mmr 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

19 9.16 Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings. 3 3.00 Each 6626.00 19878.00

20 9.21(A) A typical design of PMGSY informatory Sign Board is shown in fig. 12ffi.1 The specification and installation details ofthe typical sign board are given below:

Direction and place identification signs up to 0.9 Sqm. sisn board Providing and erecting direction and place identification of Retro reflective sheeting classs A/ class B sign boards type IV as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORI) specifications ofrequired shade and colour. Supported and welded on two nos.47 mm x 47 mm of 12 SWG square tube of 3050 mm height duty strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mmr 600 mm below ground level as] per approved drawing and Technical Specification Clause 1701 1 1.00 No 17699.00 17699.00

21 9.15 (A) Providing and fixing 'Citizen Information Board' of PMGSY Project (A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back 2 2.00 Each 14015.00 28030.00

TOTAL 131748.00

22 9.8 Kilometre Stones & Boundary Pillar

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

(i) 5th Kilometre Stone (precast) 1 1.00 Each 3700.00 3700.00

(ii) Ordinary Kilometer Stone (Precast) 7 7.00 Each 2194.00 15358.00

(iii) 200 m stone (precast) 24 24.00 Each 463.00 11112.00

23 9.9 Boundary Pillar Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 0 0.00 Each 517.00 0.00

24 9.17 Guard Stone Reinforced cement concrete M15 grade Guard Stone of size 200 mm x 200mm x 800 mm fixing in position including painting and printing etc. as per drawing, Technical Specification and as per direction of Engineer in Charge. 60 60.00 Each 472.00 28320.00

MISCELLANEOUS ITEM

25 7.6 (A) Providing & Laying Cement Concrete Pipe NP3 on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets as per clause 1106 .

24 7.34 Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2

(i) For Existing Bridge Portion 0 100.00 0.00 RM 1774.00 0.00

26 9.18 Road marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes.)

Pedestrian 20% 48.00

27 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. For Toe Wall

For Field Crossing Pipe Portion 2 10.00 0.800 0.500 8.00

28 10.5 Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 I. Stone/Boulder

29 10.11 (III) Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 1 100.00 0.9 0.20 18.00

III. Cement concrete grade M 10 in case of concrete block pitching P.C.C grade M 10 (Nominal mix 1:3:6) 1 100.00 (0.70+0.3)/2 1.20 60.00

30 9.20 Speed Braker For 7.50 M Formation Width

(A) Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as 2.000 2.000 Each 22547.00 45094.00

Dismentling 0.000

Cost of CD Work 436342.19

From Retaining Wall 424902.00

From CC drain sheet 465532.00

TOTAL 1975874.19

GRAND TOTAL 15126647.19

Sub Total 15126647.19

Grand Total 17849443.19

SAY 178.49 LACS.

Maintenance of 1st Year 30000.00 6.00 180000.00

Maintenance of 2nd Year 40000.00 6.00 240000.00

Maintenance of 3rd Year 70000.00 6.00 420000.00

Maintenance of 4th Year 110000.00 6.00 660000.00

Maintenance of 5th Year 150000.00 6.00 900000.00

Total 2400000.00

Add 18%GST 432000.00

Total Maint. Cost 2832000.00

Grand Total 20681443.19

Total Cost (In Lacks) :- 206.81

Flexible pavement 157.67 151.27 133.6

Rigid pavement 6.284 5.325

Protection Work 14.54 12.33

PRADHAN MANTRI GRAM SADAK YOJANA

Road from :- L090-GATTASILLY RYT TO PAHARIYAPARA KHARKABHARRI BADEPARA BANDHA Block : Nagri

Length of the Road (Kms) : 6.00 Distt : Dhamtari

Package No: CG04-58 (JANMAN) Balance work

Sr. No. SOR Item No. DESCRIPTION OF ITEMS UNIT RATE (Rs.) L090-GATTASILLY RYT TO PAHARIYAPARA KHARKABHARRI BADEPARA BANDHA L090-GATTASILLY RYT TO PAHARIYAPARA KHARKABHARRI BADEPARA BANDHA Saving(+) / Excess (-) Expenditure upto date

Ass per BOQ Balance Work BOQ Difference

1 2 3 4 5 Qty. Amount Qty. Amount Qty. Amount Qty. Amount

1 2.1 Setting Out work complete with construction of bench mark (Min 1 per km) working benchmark (Min 4 per km) and near all bridges and cross-drainage works made of bricks/stone masonary or concrete and reference pillars made of precast concrete poles/concrete filled 100 mm dia A.C.pipe @ 100 m interval of as required on both sides of the formation width, marking on central line, setting out curves and recording of central line levels and other required levels and distances etc. including setting out of cross-drainage structures & bridges with required reference pillars and marking etc. as directed by Engineer-in-Charge. KM 14968.00 6.00 89808.00 0.00 0.00 6.00 89808.00 6.00 89808.00

2 2.2 Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. By Manual Means Sqm 1.00 21600.00 21600.00 0.00 0.00 21600.00 21600.00 19916.00 19916.00

3 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 Sqm 5.00 24000.00 120000.00 0.00 0.00 24000.00 120000.00 22280.00 111400.00

4 3.2 Loosening, Levelling and Compacting original ground/existing embankment/supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. Sqm 21.00 5175.00 108675.00 0.00 0.00 5175.00 108675.00 5175.00 108675.00

5 3.5 (i) Excavation for roadway in soil for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 Sqm 65.00 3922.00 254930.00 0.00 0.00 3922.00 254930.00 0.00

6 3.3 (ii) Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 cum 55.00 4301.66 236591.00 0.00 0.00 4301.66 236591.00 3955.24 217538.00

7 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) Earth Work Summary Sheet (J) cum 176.00 27720.59 4878824.00 961.875 169290.00 26758.72 4709534.00 27720.59 4878824.00

8 3.12(A) Construction of sub-grade 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. cum 180.00 6053.85 1089693.00 2173.995 391319.00 3879.86 698374.00 2890.74 520333.00

9 4.1 (D) 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) Crushed stone materials (CBR 35 or more), This item is to be used only, where local GSB material or GSB material with blending with other material is not available. Cum 1150.00 3680.86 4232989.00 2331.92 2681711.00 1348.94 1551278.00 2530.01 2909507.00

10 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 3385.03 5003074.00 3048.22 4505268.00 336.81 497806.00 546.95 808391.00

11 3.12 (B) Construction of sub-grade 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 2368.86 473772.00 2013.36 402673.00 355.50 0.00 0.00

12 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 21825.38 938491.00 21825.38 938491.00 0.00 0.00 0.00

13 5.2(iii) 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. Sqm 13.00 21825.38 283730.00 21825.38 283730.00 0.00 0.00 0.00

14 5.7 Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509, Viscocity grade (VG) Bitumen specification as per IS 73:2006 Sqm 140.00 21825.38 3055553.00 21825.38 3055553.00 0.00 0.00 0.00

15 6.8 Construction of pannel concrete , plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying, primer, sealant, admixture asapproved,curing of concrete slabs for 14 days Curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause1501.PCC Grade M-30 Each (0.5m x0.5m to 1.00m x1.00m) thickness 100 mm CUM 5680.00 93.75 532500.00 93.75 532500.00 0.00 0.00 0.00

16 9.2A Cautionary, mandatory, informatory direction and place identification sign boards.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 m m, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 SQM 4729.00 12.60 59585.00 12.60 59585.00 0.00 0.00 0.00

17 9.21(B) Direction and place identification signs up to 0.9 Sqm. sisn board roviding and erecting direction and place identification of Retro reflective sheeting classs A/ class B sign boards type IV as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORI) specifications ofrequired shade and colour. Supported and welded on two nos.47 mm x 47 mm of 12 SWG square tube of 3050 mm height duty strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mmr 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 Sqm 6244.00 1.05 6556.00 1.05 6556.00 0.00 0.00 0.00

18 9.16 Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings. Each 6626.00 3.00 19878.00 3.00 19878.00 0.00 0.00 0.00

19 9.21(a) Direction and place identification signs up to 0.9 Sqm. sisn board Providing and erecting direction and place identification of Retro reflective sheeting classs A/ class B sign boards type IV as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORI) specifications ofrequired shade and colour. Supported and welded on two nos.47 mm x 47 mm of 12 SWG square tube of 3050 mm height duty strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mmr 600 mm below ground level as] per approved drawing and Technical Specification Clause 1701 Each 17699.00 1.00 17699.00 1.00 17699.00 0.00 0.00 1.00 17699.00

20 9.15(a) Providing and fixing 'Citizen Information Board' of PMGSY Project (A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back Each 14015.00 2.00 28030.00 2.00 28030.00 0.00 0.00 2.00 28030.00

21 9.8 Kilometre Stones & Boundary Pillar Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 0.00 0.00

(i) 5th Kilometre Stone (precast) Each 3700.00 1.00 3700.00 1.00 3700.00 0.00 0.00 0.00

(ii) Ordinary Kilometer Stone (Precast) Each 2194.00 7.00 15358.00 7.00 15358.00 0.00 0.00 0.00

22 9.9 Boundary Pillar Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 Each 517.00 60.00 31020.00 0.00 0.00 60.00 31020.00 0.00

23 9.17 Guard Stone Reinforced cement concrete M15 grade Guard Stone of size 200 mm x 200mm x 800 mm fixing in position including painting and printing etc. as per drawing, Technical Specification and as per direction of Engineer in Charge. Cum 472.00 133.00 62776.00 60.00 28320.00 73.00 34456.00 0.00

24 7.6 (A) Providing & Laying Cement Concrete Pipe NP3 on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets as per clause 1106 . (A) 600 mm Dia. RM 2928.00 150.00 439200.00 20.00 58560.00 130.00 380640.00 110.00 322080.00

25 9.18 Road marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes.) SQM 604.00 1440.00 869760.00 288.00 173952.00 1152.00 695808.00 0.00

26 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. For Toe Wall cum 253.00 420.75 106450.00 275.40 69676.00 145.35 36774.00 44.00 11132.00

27 10.5 Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 I. Stone/Boulder cum 1440.00 40.00 57600.00 40.00 57600.00 0.00 0.00 0.00

28 10.11 Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 III. Cement concrete grade M 10 in case of concrete block pitching P.C.C grade M 10 (Nominal mix 1:3:6) cum 3648.00 78.00 284544.00 78.00 284544.00 0.00 0.00 0.00

29 9.2 Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as EACH 22547.00 2.00 45094.00 2.00 45094.00 0.00 0.00 0.00

30 3.5 (i) Excavation in Cutting in Soil by manual means with lead upto 50 mExcavation 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 65.00 192.50 12513.00 192.50 12513.00 0.00 0.00 3922.00 254930.00

31 6.5 Construction of Plain Cement Concrete Drain with P.C.C. grade M-15 including all shuttering/form work etc. complete as per drawings/technical specification and direction of engineer in charge. R.C.C. grade M 20 1:2:4 R.C.C. Cover in front of houses (Length/6 M) cum 3811.00 112.50 428738.00 112.50 428738.00 0.00 0.00 0.00

32 7.27 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 cum 4885.00 2.63 12823.00 2.63 12823.00 0.00 0.00 0.00

33 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 No. 54560.00 1.23 67109.00 0.72 39408.00 0.51 27700.00 0.00

34 7.10 (I) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 10 (I) Nominal mix 1:3:6 P.C.C. grade M 10 (I) Nominal mix 1:3:6 Cum 3648.00 10.584 38610.00 5.72 20867.00 4.86 17744.00 0.00

35 7.18 (I) Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specification Clause 802,804,805,806,807,1202 & 1204, P.C.C. grade M15, (I) Nominal Mix 1:2.5:5 Cum 3848 284.055 1093044.00 161.24 620436.00 122.82 472607.00 0.00

36 7.1 Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 (Nominal mix (1:2:4) (i) Nominal mix (1 2:4) Cum 3731 18.39 68613.00 9.05 33767.00 9.34 34846.00 0.00

37 7.27 (II) Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 R.C.C. M-25 Grade Cum 5223 13.464 70322.00 6.73 35159.00 6.73 35164.00 0.00

38 7.23 (I) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 i) Granular Material Cum 732 29.48 21579.00 15.25 11166.00 14.23 10413.00 0.00

40 7.22 Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of IV:20H towards drawing face complete as per drawings and technical specification Clause 614,709,1204.3.7 Each 239.00 36 8604.00 58.00 13862.00 -22.00 -5258.00 0.00

41 7.23 (II) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (II) Sandy Material Cum 1145 205.41 235194.00 50.40 57708.00 155.01 177486.00 0.00

42 7.4 B Laying Reinforced Cement Concrete Pipe NP3 as per drawing and technical specification Clause 1402.6 Providing and laying reinforced cement concrete pipe NP3 for culverts on first Class bedding in single row including fixing with cement mortar 1:2 but excluding excavation, bedding protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia M 4632.00 22.5 104220.00 0.00 22.50 104220.00 0.00

43 7.3(II) Bedding for Causeway/Pipes Laying (First Class) bedding with well compacted sand, moorum or approved granular material as per Clause 1105 (ii) Cum 911.00 5.4 4919.00 0.00 5.40 4919.00 0.00

44 2.8 Dismantling Stone Masonry Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(A) Rubble Stone Masonry in Lime/Cement/mud mortar Cum 250.00 20.00 5000.00 0.00 20.00 5000.00 0.00

45 2.1 Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. Upto 600 mm dia M 164.00 35 5740.00 0.00 35.00 5740.00 0.00

46 6.1(ii) Construction of un-reinforced, jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying, primer, sealant, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. CUM 5097.00 0.00 0.00 0.00 0.00 0.00 0.00

Total Maint. Cost 2832000.00 2832000.00 0.00

Total Cost (In Lacks) :- 329.88 206.81 123.06

Maintenance Cost of Road :-

Grand Total #REF! #REF! #REF! #REF!

Total Cost (In Lacks) :- #REF! #REF! #REF! #REF!

TECHNICAL REPORT

Name of Work :- Gattasilliy Ryt To Pahariyapara Kharkabharri Bade para Bandha Approach Road

Length :- 6.00 KM

Block :- Nagari

District :- Dhamatari

Package No :- CG 04 - 58

Sanction Year :- 2023 -2024

Agreement No :- 14/PMGSY/PIU/2023 - 2024 Dated 01.03.2024

Sanction Amount :- 329.88 Lacs

Sanction SOR :- PMGSY SOR w.e.f. 22.02.2018

Name of Contractor :- M/S Gulab Chand Jain

Agreement Amount :- 287.03 Lacs

Work Order N0. / Date :- 1438/TC-T/CGRRDA/2024 Raipur Dt. 23.02.2024

Completion Date As Per Aggrement :- 12 months Including rainy season

PROVISION AS PER SANCTION ESTIMATE

1 :- Construction of embankment with material obtained from borrow pits = 27720.59 cum.

2 :- Construction of subgrade and earthen shoulder = 6053.85 cum. In Length = 6000 mts.

3 :- Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) = 3680.860 cum. In Length = 6000 mts , Width = 4.05 m and Thickness =150 mm

4 :- Construction of Wet Mix Macadam = 3385.03 cum. In Length = (BT) 5750 +(CC) 250 = 6000 mts , Width = 3.75 m and Thickness =150 & 75 mm

5 :- Prime Coat and Tack Coat + MSS = 21825.38 Sqm in Length = 5750 m and Width = 3.75 m

6 :- Construction of subgrade and earthen shoulder = 2368.86 cum. In Length = 6000 mts.

7 :- Road Marking Length = 6000 m

8 :- PCC Drain 0.45 x 0.45 m Length = 250 m

9 :- Culverts : -

1 x 1.5 m span slab = 02 No.

1x 1000 mm HPC = 03 N0

10 :- Toe wall + Pitching = 100 m

11 :- CC Pavement = 250m , Width = 3.75 m & Thickness = 100 mm

PROVISION PROVIDED AS PER REVISED ESTIMATE

1 :- Construction of embankment with material obtained from borrow pits = 27720.59 cum.

2 :- Construction of subgrade and earthen shoulder = 5962.752 cum. In Length = 6000 mts.

3 :- Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) = 3678.55 cum. In Length = 6000 mts , Width = 4.05 m and Thickness =150 mm

4 :- Construction of Wet Mix Macadam = 3347.75 cum. In Length = (BT) 5615 +(CC) 385 = 6000 mts , Width = 3.75 m and Thickness =150 & 75 mm

5 :- Prime Coat and Tack Coat + MSS = 21406.63 Sqm in Length = 5615 m and Width = 3.75 m

6 :- Construction of subgrade and earthen shoulder = 2368.86 cum. In Length = 6000 mts.

7 :- Road Marking Length = 2350 m

8 :- PCC Drain 0.45 x 0.45 m Length = 250 m

9 :- Culverts : -

1 x 1.5 m span slab = 00 No.

1x 1000 mm HPC = 0 N0

10 :- Toe wall + Pitching = 100 m

11 :- CC Pavement = 385 m , Width = 3.75 m & Thickness = 100 mm

12 :- Retaining Wall = 140 m

Earthwork Quantity Sheet

Name of Road :- Gattasilliy Ryt To Pahariyapara Kharkabharri Bade para Bandha Approach Road

Length :- 6.00 KM

Chainage Distance Cut Area Fill Area Cut Fill Cum. Cut Cum. Fill

Volume Volume Volume Volume

Excavation in Cutting in Soil by manual means with lead upto 50 m 3922.004

Construction of Embankment with Material Obtained from Roadway Cutting 3922.004

Construction of Embankment with Material Obtained from Pits 27720.590

PRADHAN MANTRI GRAM SADAK YOJANA

COST ESTIMATE FOR CONSTRUCTION OF 1 ROW 1000 MM DIA. HPC

Road from :- Gattasilliy Ryt To Pahariyapara Kharkabharri Bade para Bandha Approach Road Block : Nagari

Length of the Road (Kms) : 6.00 Distt : Dhamtari

Sl. No. SOR Item No. Particulars of item DETAILS OF MEASUREMENTS Quantity RATE PER AMOUNT

No. Length Width Depth Quantity

1 7.1 Earthwork in excavation for structures 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 side

I. Ordinary soil

(i) Upto 3 m depth 7 2.76 19.32

2 7.10 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (I.) P.C.C grade M 10 711.63

3 7.18 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

For height upto 5 m

I. P.C.C grade M 15

(i) Nominal mix (1:2.5:5) 1

Deduct pipe portion 2x1 0.77 3.14/4 X1.2X1.2 0.00

Pipe Joint portion 2 1.40 0.60 0.20 0.000

For pararpet wall 2 6.00 0.40 0.45 0.000

4 7.4 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry

5 7.3 II Type B (First Class) Bedding

Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) 0 5.90 1.40 0.20 0.000

6 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

II) Sandy material 1 5.9 6 1.5 0

Deduct pipe portion -1 3.14/4 X1.2X1.2 5.9 0.00

TOTAL------ 0.00

PRADHAN MANTRI GRAM SADAK YOJANA FORMAT F-6 Length 0

(Ministry of Rural Development, Govt. of India) H 1.5

Road from :- Gattasilliy Ryt To Pahariyapara Kharkabharri Bade para Bandha Approach Road Block : Nagari

Length of the Road (Kms) : 6.00 Distt : Dhamtari

ESTIMATE OF RETAINING WALL

RD 3800m exixting culvert

S.No. SOR No. DESCRIPTION OF ITEMS Nos L(m) B(m) D(m) QUANTITY UNIT RATE (Rs.) AMOUNT (Rs.)

1 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 (i) Upto 3m. depth

2 7.10 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (I.) P.C.C grade M 10

3 7.18 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

4 7.22 Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

5 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (II) Sandy Material

RD 1000m RTL 100.430

PRADHAN MANTRI GRAM SADAK YOJANA III BED/FRL 98.430 2.00

Detail Estimate of 1.5m span Slab Culvert FOUND. LEVEL 96.93

LOCATION : 370 M

S. No. Item No. ITEM DESCRIPTION NO L B D Quantity Rate Unit Amount in Rs/- A 2.13 2.13

1 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 i. Upto 3 m depth B 1.83 1.83 0.5

2 7.10 Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15(Nominal mix (1:2.5:5) 2 7.80 2.13 0.20 6.65

3 7.18 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (Nominal mix (1:2.5:5) 3.1 5.9

Guard Piller 4 0.45 0.40 0.60 0.43

For Nallah Bed 1 7.50 1.50 0.30 3.38

4 7.27 Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 II. R.C.C M 25 (Design mix) Cap beam 2 7.50 0.70 0.20 2.10

Wheel Guard 8 0.20 0.20 0.20 0.06

5 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

For Cap beam & dirt wall

Striups - 8mm dia@ 200 mm c/c 2 46.00 1.88 0.395 68.32 Kg.

12mm. main bar (Bentup bar) of Slab 76 2.04 155.04

10mm.Distribution bar of Slab 14 9.1 127.40

10mm Surface Surface Steel 31 2.28 70.68

8mm sStirrups of Wheel Guard 5 x 2 x 2 1.25 25.00

Grand Total:- 512.30 Kg.

6 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material

7 7.22 Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 18 18.00 239.0 Nos. 4302.00

TOTAL 436342.19

Say Rs/- 4.36 Lacs