NIT 1135 Construction & Maintenance Road Under MMGSVY PKG No Jhiram Via Alengnar Urkapal Kandanar R

PANCHAYAT AND RURAL DEVELOPMENT DEPARTMENT GOVT OF CHHATTISGARH

DETAIL PROJECT REPORT

FOR RURAL ROADS CONNECTIVITY SCHEME

PRADHAN MANTRI GRAM SADAK YOJNA

FOR YEAR 2006-2007

DISTRICT : Sukma BLOCK : #REF!

PACKAGE NO. : 0

ROAD NAME : Jhhiram Via Alengnar Urkapal Kandanar

TOTAL LENGTH : 18.000 KMS

TOTAL COST : #REF! LACS

COST / KM : #REF! LACS

COST OF CD'S : #REF! LACS

EXECUTIVE ENGINEER CUM MEMBER SECRETARY

PIU, RAJNANDGAON

PRADHAN MANTRI GRAM SADAK YOJNA

HIG - 1 Sukhsagar Apartment, Trilanga, Bhopal (MP)

General - YEAR 2020-2021 NAME OF VILLAGES POPULATION

GRAM PANCHAYAT.

DISTRICT Sukma Urkapal Kandanar 112

BLOCK Chhindgarh

ROAD NAME Jhhiram Via Alengnar Urkapal Kandanar Link / Throgh ROUTE NO.

ROAD FROM Jhhiram Via Alengnar T-

ROAD TO Urkapal Kandanar

EXISTING ROAD DETAILS :- TRAFFIC SURVEY DATE 14-May-21

Total Length of Road 18000.000 M

PROPOSED Rigid Pavement FROM CH. TO THK ENROUTE FOR C1 Code POPULATION

(Length for CC Road) 3625.00 4500.00 0.00

Length of Flexible Pavement 12125.00 m

EX. EARTHEN ROAD FROM CH. TO DES. CBR RANGE SOIL TYPE

(Length for New Road) 0.00 12125 5% TO 6% BC SOIL

5% TO 6% BC SOIL

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

TOTAL 0.00 Gali No. 1 0

AGL PORTION FROM TO LENGTH SIDE Gali No. 3 0

(Length for Upgradation Road) 0.00 0.00 Gali No. 4 0

TOTAL 0.00 Total 0

Length under Upgradation 0.00 m ROAD TOP CARRIAGEWAY SHOULDER

Width of Existing Road 4.50 m BT CC BT CC BT CC

Average Proposed Embk. Ht. 0.20 m 7.5 7.5 3.75 3.75 3.75 3.75

NO. OF VILLAGES 1.00 No BT CC 325° true N19 50.912 E82 37.834

NO. OF AGRICULTURAL CROSSING 73.00 No WIDTH (M) THICK WIDTH (M) THICK 3.05

Total Length of Curves < 60m radius 1260.00 GIII 3.750 0.075 GSB 4.05 0.15 1.525 7.4

Existing Culverts 1.00 No GSB 4.050 0.15 1.88 1.28

Replacement of Culverts 0.00 No Selected 9.080 0 0.15 0.17 9.38 8.78 0.2 0.15

Damaged Parapets etc. 0.00 No Earthen Sh. 2.270 0.15 2.275 0.15 1.875 2.175 1.875 2.275

Improvement 0.00 No 2.025 2.365 2.075 2.425

SIDE LENGTH HEIGHT CH FROM CH TO 2.27

FOR CC DRAIN BOTH SIDE 2.00 0.00 `

FOR WEARING COAT 0.00 0.00 0.8 6

FOR STONE PITCHING 1.00 0.00 6.8

FOR PARAPET WALL 0.00 0.00 12.8

FOR FACE FALL 0.00 0.00 6.4

FOR RETAINING WALL 0.00 0.00 2.65

FOR TOE WALL 1.00 0.00

FOR CC DRAIN SINGLE SIDE 1.00 0.00

Earthen/GSB FROM CH. TO WIDTH

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

0.00 0.00 WIDTH

Widening of CD Portion No. of CD Length Total Length EW Qty Total Qty Qty in Use

1.5 m SPAN SLAB CULVERT 8 60.4986 483.9888

3.0 m SPAN SLAB CULVERT 6 80.334 482.004

6.0 m SPAN SLAB CULVERT 4 175.8 703.2

2X6 M SPAN SLAB CULVERT 0 350.65 0

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer (RDD, CGRRDA SUKMA ) EXECUTIVE ENGINEER (RDD, CGRRDA SUKMA )

MUKHYA MANTRI GRAM SADAK & VIKAS YOJANA

(Ministry of Rural Development, Govt. of India)

Detials of CD Structures for Roads proposed in MMGSVY. 1 1R X 1000mm f HUME PIPE CULVERT

1.5 1.50 m SPAN SLAB CULVERT

Namef Road: Jhhiram Via Alengnar Urkapal Kandanar 3 3.0 m SPAN SLAB CULVERT

Length: 18 Km 6 6.0 m SPAN SLAB CULVERT

Block: Chhindgarh 12 6.0m X 2 Nos. SPAN SLAB CULVERT

District: Sukma

Existing CDs Structures Remarks Proposed CDs Structures Remarks

No. CH (m) CD Type & Details No. CH (m) CD Type & Details Sr. No CD Type & Details No of CDs

1 1100 1X2Mt SLAB SPAN CULVERT GOOD CONDITION 1 2050 6.0 m SPAN SLAB CULVERT PROPOSED COST

2 1400 2X2Mt SLAB SPAN CULVERT GOOD CONDITION 2 2250 1X3M SLAB CULVERT PROPOSED 1 1R x 1000mm Dia H.P.C. 18 0 0 3.4 1100 1X2Mt SLAB SPAN CULVERT GOOD CONDITION

3 1700 1X1M SLAB SPAN CULVERT GOOD CONDITION 3 3630 1X1000MM DIA H.P.C. PROPOSED 2 1.5 m SPAN SLAB CULVERT 8 2.90 23.2 5.4 1400 2X2Mt SLAB SPAN CULVERT GOOD CONDITION

4 2545 1X2Mt SLAB SPAN CULVERT GOOD CONDITION 4 3725 1X1000MM DIA H.P.C. PROPOSED 3 3.0 m SPAN SLAB CULVERT 6 4.4 26.4 2.2 1700 1X1M SLAB SPAN CULVERT GOOD CONDITION

5 2650 1X2Mt SLAB SPAN CULVERT GOOD CONDITION 5 3950 3.0 m SPAN SLAB CULVERT PROPOSED 4 6.0 m SPAN SLAB CULVERT 4 7.40 29.6 3.2 2545 1X2Mt SLAB SPAN CULVERT GOOD CONDITION

6 3020 2X2Mt SLAB SPAN CULVERT GOOD CONDITION 6 4600 3.0 m SPAN SLAB CULVERT PROPOSED 5 6.0 m 2SPAN SLAB CULVERT 14.8 0 3.2 2650 1X2Mt SLAB SPAN CULVERT GOOD CONDITION

7 3292 1X2Mt SLAB SPAN CULVERT GOOD CONDITION 7 5000 1X1000MM DIA H.P.C. PROPOSED 6 4.0 m 1SPAN SLAB CULVERT 1 6.8 6.8 5.4 3020 2X2Mt SLAB SPAN CULVERT GOOD CONDITION

8 3495 1X2Mt SLAB SPAN CULVERT GOOD CONDITION 8 5150 1X3M SLAB CULVERT PROPOSED 7 8.0 m 4SPAN SLAB CULVERT 1 21.8 21.8 3.2 3292 1X2Mt SLAB SPAN CULVERT GOOD CONDITION

9 5430 1X1000MM DIA H.P.C. PROPOSED 8 VENTED CAUSEWAY 18 ROWS 1000MM DIA. 1 40 40 3.2 3495 1X2Mt SLAB SPAN CULVERT GOOD CONDITION

10 6025 4.0 m SPAN SLAB CULVERT PROPOSED PROPOSED CD 39 177.00 29.2

11 6660 1X1000MM DIA H.P.C. PROPOSED EXISTING CD 8

12 7125 1X1000MM DIA H.P.C. PROPOSED REPLACEMENT CD 0

13 7350 1X1000MM DIA H.P.C. PROPOSED

14 7950 1X1000MM DIA H.P.C. PROPOSED

15 8375 1X1000MM DIA H.P.C. PROPOSED

16 8750 1X1000MM DIA H.P.C. PROPOSED

17 8900 6M X1 SLAB SPAN CULVERT PROPOSED

18 9225 6M X1 SLAB SPAN CULVERT PROPOSED

19 9900 1X1.50M SLAB CULVERT PROPOSED

20 10200 1X1000MM DIA H.P.C. PROPOSED

21 10380 1X1000MM DIA H.P.C. PROPOSED

22 10600 1X1.50M SLAB CULVERT PROPOSED

23 11225 1X1.50M SLAB CULVERT PROPOSED

24 11375 1X1.50M SLAB CULVERT PROPOSED

25 11655 6M X1 SLAB SPAN CULVERT PROPOSED

26 11725 1X1000MM DIA H.P.C. PROPOSED

27 12630 1X3M SLAB CULVERT PROPOSED

28 13020 1X1.50M SLAB CULVERT PROPOSED

29 13400 PROPOSED L.S.B. PROPOSED

30 13675 1X1000MM DIA H.P.C. PROPOSED

31 14950 6M X3 SLAB SPAN CULVERT PROPOSED

32 15090 1X1000MM DIA H.P.C. PROPOSED

33 15425 1X1.50M SLAB CULVERT PROPOSED

34 15615 1X1.50M SLAB CULVERT PROPOSED

35 16175 1X1000MM DIA H.P.C. PROPOSED

36 16550 1X1000MM DIA H.P.C. PROPOSED

37 16760 1X1.50M SLAB CULVERT PROPOSED

38 16800 1X3M SLAB CULVERT PROPOSED

39 16930 1X1000MM DIA H.P.C. PROPOSED

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

GOVERNMENT OF CHHATTISGARH

DETAIL REVISED ESTIMATE #REF!

FOR RURAL ROADS CONNECTIVITY SCHEME #REF!

MUKHYA MANTRI GRAM SADAK & VIKAS YOJANA #REF!

DISTRICT : SUKMA BLOCK : chindgarh

NAME OF ROAD : JHHIRAM VIA ALENGNAR URKAPAL KANDANAR

GRAM PANCHAYAT : #REF!

Total Length, BT- 12.125 + CC- 5.875 : 18.000 Ad. 18% GST Inc. GST Amount KMS #REF!

Cost Of Earth Work (MGNREGA) : 0.00 0.00 0.00 LACS 0

Cost Of Bituminous : #REF! #REF! #REF! LACS BT- + CC- 158.36 158.36

Cost Of C.C. Road / Drain : 0.00 0.00 0.00 LACS BT- + CC- #REF! 183.88 183.88

Cost Of Protection Work : #REF! #REF! #REF! LACS BT- + CC- #REF! 0

Cost Of Cross Drainage works : 365.83 65.85 431.68 LACS BT- + CC- #REF! 45.7291003006048

Cost of Public Utilities : 0.00 0.00 0.00 LACS #REF!

Cost Of DPR - Copy Preparation : 0.00 0.00 BT- + CC-

Total Cost (Rs.) Ex. Maint. : #REF! #REF! #REF! LACS #REF!

Cost per K.M. (Rs.) Ex. Maint. : #REF! #REF! #REF! LACS #REF! #REF! 26.4

Maintenance Cost (Rs.) : 25.20 4.54 29.74 LACS 0.792

Total Cost Incl. Maintenance (Rs.) : #REF! #REF! #REF! LACS #REF! #REF! 27.192

Cost per K.M. (Rs.) In. Maint. : #REF! #REF! #REF! LACS 0.295

As per BOQ Amount : #REF! #REF! #REF! LACS #REF! #REF! 27.192

Difference Amount from BOQ To Revised Estimate : #REF! #REF! #REF! LACS 0.295

EXECUTIVE ENGINEER #REF! 2.09

RURAL DEVELOPMENT DIVISION 3.59

M.R. CONSTRUCTION

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

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

S.NO. Description Page NO.

1 Introduction 1 to 270624.74148

2 Planning and Basic Design Consideration 1 to 13531.237074 257093.5044

3 Topographic Survey 1 to 27062.474148

4 Soil and Materials Survey 1 to 27062.474148

5 Traffic Survey 1 to 8118.7422444

6 Hydrological Survey 1 to 70000

7 Adopted Geometric Design Standards 1 to

8 Alignment Design 1 to

9 Pavement Design 1 to

10 Design of Cross Drainage Works 1 to

11 Protective Works & Drainage 1 to

12 Specification 1 to

13 Analysis of Rates 1 to

14 Cost Estimate 1 to

(i) Earth Work 1 to

(ii) Flexible Pavement , Road Furniture & Protection Work

(iii) Rigid Pavement

(IV) Public Utilities

(V) Cross Drainage works

15 Construction Program 1

16 Technical Report and Specification

17 Summary Sheet of Existing Road 2

18 Principal Features 3

19 Genral Abstract 4

20 Maintenance of Road 5

21 FORMAT F-1 6

22 Format F-2A 7

23 Format F-2B 8

24 Format F-3 Typical Cross Section of new road

25 Format F-4 - Details of Existing Road For Upgradation

26 Format F-5 - Typical Section for upgradation

27 Proforma- B 9

28 Proforma "C" "NABARD" 10 to

1 E-Map [State & Distt] 1 to

2 Block map showing road 1 to

3 Key Plan 1 to

4 Plan & L-Section 1 to

5 X- Section #REF! to

6 Road Furniture Drawing

Chapter 1.Introduction

1.1 Objectives of MUKHYA MANTRI GRAM SADAK & VIKAS YOJANA (MMGSY)

It was on year 2011 that hon’ble Chief Minister of Chhattishgarh announced that rural road connectivity program under a scheme named “MUKHYA MANTRI GRAM SADAK & VIKAS YOJANA”. The scheme has the objective of connecting all the villages (which are not came in Pradhan Mantri Gram Sadak Yojana Scheme) that have population less than 500 in general & 250 in tribal through all weather roads. This will certainly enhance the economics of rural areas by is in transportation of agriculture produce.

Rural Road connectivity is not only a key component of Rural Road Development in the country but is also recognized as an effective poverty reduction program. Even after the efforts made so far over the years, all weather roads yet do not connect about 40% of the villages in the country.

The Mukhya Mantri Gram Sadak & Vikas Yojana has indicated various guiding principles, which among others are as follows:

The rural roads to be connected /developed under the scheme will cover only Village Roads.

An unconnected Habitation is one with a population of more than 500 persons and located at a distance of at least 500 meters or more from an All-weather road or a connected village / Habitation.

The Unconnected Habitations are to be connected to nearby Habitations or to another existing all-weather road to ensure availability of educational, health and marketing facilities etc.

Providing road connectivity through good all-weather road – its surface depending upon the traffic and other rural requirements.

The primary focus of the program has been on construction of new villages roads & up-gradation of existing roads to prescribed standards. Up-gradation would involve conversion of the existing roads with water bound macadam roads to black topped roads.

As criteria of construction road under Mukhya Mantri Gram Sadak & Vikas Yojana is a village having population less than 500 & which are not came in Pradhan Mantri Gram Sadak Yojana scheme. As population of proposed road i.e.Jhhiram Via Alengnar Urkapal Kandanar is of Chhindgarh block of Sukma (C.G) district, it is suitable to construct in MMGSY scheme.

1.2 All Weather Road

The primary focus of the MMGSY is to provide All-weather road connectivity to the eligible unconnected Habitations. An All-weather road is one which is negotiable in all seasons of the year. This implies that the road-bed is drained effectively (by adequate cross-drainage structures such as culverts, minor bridges and causeways), but this does not necessarily imply that it should be paved or surfaced or black-topped. Interruptions to traffic as per permitted frequency and duration may be allowed.

As the proposed road is constructed in MMGSY scheme the proposed habitation Urkapal Kandanar is connected with all weather road.

As the proposed road i.e. Jhhiram Via Alengnar Urkapal Kandanar is in Chhindgarh block of Sukma (C.G) district, having topography same as Sukma

Baloda Bazar is located at 30.67°N 82.17°E.[1] It has an average elevation of 254 m (833 ft). There are several Tourist place in Balodabazaar like Sirpur, Turturia, Giroudpuri, Siddheswr Mandir Pallari and many more. History This town was very famous for its cattle market in the region. The market still exists with name "Bhaisa Pasra". Purani Basti or the area adjoining the Mawli Mata Mandir is the oldest area of the town. Veer Narayan Singh freedom fighter is also from Baloda Bazar.Some of the great personalities from Baloda Bazar are Late Dr. Saheb Lal Tiwari, Late Shri Chakrapani Shukla, Late Shri Bansh Raj Tiwari, Late Shri Ganesh Shankar Bajpai etc.

1.4 Climatic Condition

The climatic condition are generally hot in this area. Chattishgarh has a average rain fall of 1200 mm per annum from 15th june to 15th oct. The highest temperature recorded from 10 deg. To 45 deg.

1.5 The Sub-Project Road

The road passes through plain terrain

The proposed road is a village road. This road starts from Jhhiram Via Alengnar village from Ch. 00 km to 18 km, it passes through village habitation Urkapal Kandanar.

District:- Sukma

Block:- Chhindgarh

Road Name:- Jhhiram Via Alengnar Urkapal Kandanar

Road Length:- 18 Km

Start Point: latitude 0

This road starts located at 0 .0 km from Main Road

End Point:- latitude N20°59'58"

longitude E81°55'71"

This road ends to connect a habitation Urkapal Kandanar at outside of village.

Sl.No. Habitation benefited Population benefited Chainage

Direct Indirect From To

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

Chapter 2.Planning and Basic Design Consideration

Figure-1 Road map of india & state

Figure-2 District map

Figure-3 Block Maps showing all existing connectivity like District/block HQ, new townships, National and State highway network, mandis, hospitals, colleges, schools etc.

2.2 Preliminary alignment investigation

Strip plan showing land and alignment details

2.3 Road Design Brief

Proposed road is designed as per specification given in IRC-SP-72 for flexible pavement and IRC SP 62 for cment concrete pavement and reference given in SP-20 MORD Rural Road Manual.

2.4 Site Photographs

Site Photographs are enclosed here.

2.5 Transect Walk Summary

Proposed walk was coordinate on date , along with department engineer, Revenue officials, sarpanch and member. Incorporated the suggestion and as per site condition the road is designed with RTL average 1.05m above ground level. The traffic survey, soil investigation, borrow material availability, Topographical survey and requirment was examined accordingly. The road was designed as per provisions of IRC SP 72 and Rural road specifications. it is propose to provide all weather road with 20mm PMC in carrigeway width with providing no cross drainage structure and necessary field crossing. The cement concrete road is provided in village area where width was restricted, side drain and provide with cover over entrance of house.

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

BILL OF QUANTITY

Name of District- Sukma Block- Chhindgarh

Name of Road- Jhiram via Alengnar Urkapal Kandanar (RD 0.00 to 11.10 KM)- Balance work

S. No. SOR SSR Item ID BOQ Description UNIT Rate Jhiram via Alengnar Urkapal Kandanar (RD 0.00 to 11.10 KM)

Length - 11.10 Km

Quantity Amount

1 PMGSY SOR 2018 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 centre line, setting out curves and recording of centre 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 20955.00 11.10 232601.00

2 PMGSY SOR 2018 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. Sqm 1.00 66600.00 66600.00

3 PMGSY SOR 2018 3.2 Compacting Original Ground / Existing Embankment. Loosening, Leveling 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. Cum. 29.00 0.00 0.00

4 PMGSY SOR 2018 3.8 (I) 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 a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. M. 88.00 13000.000 1144000.00

5 PMGSY SOR 2018 3.5 (I) Excavation in Cutting in Soil by Manual/Machinery means Excavation for roadway in soil for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 Cum. 91.00 15000.000 1365000.00

6 PMGSY SOR 2018 3.3 (i) Construction of Embankment with Material Obtained from Roadway Cutting (i) 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. 77.00 0.000 0.00

7 PMGSY SOR 2018 3.4 (ii) Construction of Embankment with Material Obtained from Pits 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. 246.00 10000.00 2460000.00

8 PMGSY SOR 2018 3.12 (A) 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 252.00 2549.61 642502.00

9 PMGSY SOR 2018 4.1 (iii) Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) Construction of granular sub-base by providing well graded material having CBR 20 or more, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100KN static weight to achieve the desired density, complete as per Technical Specification Clause 401. For Grading mentioned in table 400.1 (Grading III) (A) Crushed Stone Materials Cum. 910.00 2423.56 2205440.00

10 PMGSY SOR 2018 6.1 (ii) Cement Concrete Pavement Construction of un-reinforced, jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying, primer, sealant, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 Cum. 7136.00 2016.49 14389655.00

11 PMGSY SOR 2018 4.7 (iii) WBM Grading 3 Providing, laying, spreading and compacting mechanically crushed stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. Cum. 1981.00 2480.61 4914084.00

12 PMGSY SOR 2018 4.7 (iii) WBM Grading 3 Providing, laying, spreading and compacting mechanically crushed stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. Cum. 2118.00 2416.18 5117462.00

13 PMGSY SOR 2018 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. 280.00 7152.96 2002829.00

14 PMGSY SOR 2018 5.1 Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 Sqm. 60.00 32215.69 1932941.00

15 PMGSY SOR 2018 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. Sqm. 18.00 32215.69 579882.00

16 PMGSY SOR 2018 5.3 (ii) 20mm thick Open-Graded Premix Carpet using Bituminous (VG/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of aggregate 13.2mm size (passing 22.4mm size sieve & retained on 11.2mm sieve and 11.2mm size (passing 13.2mm sieve and retained on 5.6mm sieve) either using penetration grade/ VG bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508., Viscocity grade (VG) Bitumen specification as per IS 73:2006 (II) Bitumen (VG-30) Sqm. 171.00 32215.69 5508883.00

17 PMGSY SOR 2018 5.5 Case (ii) Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510, Viscocity grade (VG) Bitumen specification as per IS 73:2006 (II) Bitumen (VG-30) Sqm. 60.00 32215.69 1932941.00

18 PMGSY SOR 2018 9.2 A Cautionary, mandatory, informatory direction and place identification sign boards. A Semi-Reflective Traffic signs upto 0.90 sqm Direction and place identification 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 6621.00 16.74 110836.00

19 PMGSY SOR 2018 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. 6534.00 4.32 28227.00

20 PMGSY SOR 2018 9.14 A (ii) Providing and Fixing Informatory and Logo Board of PMGSY Project (A) Providing typical PMGSY informatory & logo board as per approved drawing & specifications, painted with enamel paint on both side of board, lettering, figuring, printing arrows, border, etc with ready mix synthetic enamel paint of superior quality in required shed & colours. (II) PCC/RCC Each 13527.00 1.00 13527.00

21 PMGSY SOR 2018 9.14 B Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 Each 19249.00 2.00 38498.00

22 PMGSY SOR 2018 9.15 A Providing and fixing “Citizen Information Board/Maintenance Information Boade” 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 19621.00 4.00 78484.00

23 PMGSY SOR 2018 9.16 Providing and Fixing MMGSY Logo Board Providing and fixing of typical " logo Board" with Logo as per MoRD specifications & drawings, Each 9276.00 7.00 64932.00

24 PMGSY SOR 2018 9.8 (I) Kilometer Stone Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 170 5th Kilometer Stone (precast) Each 5180.00 2.00 10360.00

25 PMGSY SOR 2018 9.8 (II) Kilometer Stone Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (Precast) Each 3072.00 11.00 33792.00

26 PMGSY SOR 2018 9.8 (III) Kilometer Stone Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 200 m stone (precast) Each 648.00 44.00 28512.00

27 PMGSY SOR 2018 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 846.00 1150.00 972900.00

PMGSY SOR 2018 TOTAL 45874888.00

28 PMGSY SOR 2018 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. 600 mm dia RM 4099.00 270.00 1106730.00

29 PMGSY SOR 2018 6.6 Construction of RCC open drain 0.60 m x 0.60 m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) levelling course in PCC M-15 including excavation, dressing of sides and bottom, provision of HYSD reinforcement consisting 8 mm dia horizontal bars @ 150 mm c/c and L-shaped 8 mm dia vertical bars @ 150 mm c/c (L=800 mm) including cutting, bending and binding wire, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications. RM 3459.00 500.00 1729500.00

30 PMGSY SOR 2018 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 Cum 354 4256.505 1506803.00 92.85 32869 97.31 34447.74 165.33 58526.82 201.39 71292.06 34.618 12254.772

31 PMGSY SOR 2018 7.10 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 (Nominal mix 1:3:6) Cum 5107 466.700 2383437.00 4.657 23783.299

32 PMGSY SOR 2018 7.10(ii) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II P.C.C grade M 15(Nominal mix (1:2.5:5) Cum 5223 2399.779 12534046.00 70.69 369214 68.36 357044.28 121.7 635639.1 147.48 770288.04 0

33 PMGSY SOR 2018 7.18(i) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 I. P.C.C grade M 15 (Nominal mix (1:2.5:5) Cum 5387 2007.806 10816049.00 30.67 165219 31.61 170283.07 113.45 611155.15 140.02 754287.74 43.647 235126.389

34 PMGSY SOR 2018 7.27 (i) Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4 Cum 6839 36.909 252424.00 3.36 22979 3.9 26672.1 4.26 29134.14 5.61 38366.79 0

35 PMGSY SOR 2018 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. grade M 25 (Design Mix) Cum 7312 144.570 1057096.00 3.31 24203 8.1 59227.2 24.48 178997.76 46.08 336936.96 0

36 PMGSY SOR 2018 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MT 76384 17.378 1327405.00 0.5271 40262 0.8775 67026.96 3.3912 259033.4208 5.4772 418370.4448 0

37 PMGSY SOR 2018 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 Nos 335 1620.667 542923.00 18 6030 18 6030 22 7370 22 7370 0

38 PMGSY SOR 2018 7.41 Filler Joint (II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications RM 431 150.000 64650.00 15 6465 15 6465 15 6465 22.5 9697.5 0

39 PMGSY SOR 2018 7.35 Drainage spouts complete as per drawing and technical specifications Clause 1209 Nos 2115 8.000 16920.00 2 4230 2 4230 2 4230 4 8460 0

40 PMGSY SOR 2018 7.31 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 CUM 12727 30.660 390203.00 0 0 3.83 48744.41 7.2 91634.4 0

41 PMGSY SOR 2018 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material Cum 1025 1998.429 2048390.00 22.16 22714 28.95 29673.75 43.63 44720.75 53.91 55257.75 10.699 10966.475

42 PMGSY SOR 2018 10.5 (i) Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 I. Stone/Boulder Cum 2016 0.000 0.00 4.14 8346 4.14 8346.24 0 0 0

43 PMGSY SOR 2018 10.6 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 Cum 2324 0.000 0.00 10.8 25099 10.8 25099.2 0 0 0

44 PMGSY SOR 2018 7.24 Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 Cum 1807 57.024 103042.00 15.99 28894 15.99 28893.93 39.46 71304.22 39.46 71304.22 0

45 PMGSY SOR 2018 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 (B) 1000 mm dia R.M. 6485 140.000 907900.00 7.5 48637.5

46 PMGSY SOR 2018 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) Cum 1275.00 41.776 53264.00 0.915 1166.625

construction cost with 12% GST 926.42 43850311 43812241

Maintenance of Road 126565981

1 (i) 1st Year @ 30000 Rs/KM Per Year 30000 11.10 333000.00

3 (iii) 3rd Year @ 70000 Rs/KM Per Year 70000 11.10 777000.00

4 (iv) 4th Year @ 110000 Rs/KM Per Year 110000 11.10 1221000.00

Total of Maintenance Cost 4551000.00

Total Maintenance Cost In Lakh In Lakh 45.51

Maintenance Cost with 12% GST 50.97 33.5664 1010.95 8.271567

TOTAL AMOUNT with 12% GST 977.39

MUKHYA MANTRI GRAM SADAK & VIKAS YOJANA, SUKMA(C.G.)

Detail Estimate of 3 X 6.0m span Slab Culvert

S. No. S.OR. Item No. ITEM DESCRIPTION Unit Rate 1.50mt 3.00mt 4.00mt 6.00mt 3x6mt 1RX100mm HPC 1.50mt 3.00mt 4.00mt 6.00mt 3x6mt 1RX100mm HPC Retaining Wall Total Qnty. Amount in 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 a

4 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 0.00 0.00 0.00 0.00 0.00 0.00 5.555 4.8 4.107 3.40

4 7.10 (ii) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II P.C.C grade M 15(Nominal mix (1:2.5:5) 0.00 0.00 0.00 0.00 0.00 0.00 5.555 4.8 4.107 3.40

5 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) 0.00 0.00 0.00 0.00 0.00 0.00

6 7.27 (i) Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4 0.00 0.00 0.00 0.00 0.00 0.00

7 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. grade M 25 (Design Mix) 0.00 0.00 0.00 0.00 0.00 0.00

8 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 0.00 0.00 0.00 0.00 0.00 0.00

9 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 drawin Nos. 335.0 20.00 6700.00 32.00 10720.00 32.00 10720.00 32.00 10720.00 66.00 22110.00 12.00 4020.00 160.00 192.00 32.00 128.00 66.00 216.00 794.00 265990

10 7.41 Filler Joint (II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications RM 431.0 15.00 6465.00 15.00 6465.00 15.00 6465.00 15 6465.00 30.00 12930.00 0.00 0.00 120.00 90.00 15.00 60.00 30.00 0.00 315.00 135765

11 7.35 Drainage spouts complete as per drawing and technical specifications Clause 1209 Nos. 2,115.0 0.00 0.00 0.00 0.00 0.00 0.00 2.00 4230.00 6.00 12690.00 0.00 0.00 0.00 0.00 0.00 8.00 6.00 0.00 14.00 29610

11 7.31 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 0.00 0.00 0.00 0.00 0.00 0.00

13 7.24 Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3. 0.00 0.00 0.00 0.00 0.00 0.00

12 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material 0.00 0.00 0.00 0.00 0.00 0.00

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 0.00 0.00 0.00 0.00 0.00 0.00

7.3 I Type A (Concrete Cradle) Bedding 0.00 0.00 0.00 0.00 0.00 0.00

Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) Nominal mix (1:2:5:5) CUM 5093.00 0.00 0.00 0.00 0.00 0 0.00 0 0.00 0 0.00 2.33 11859.87 0.00 0.00 0.00 0.00 0.00 41.92 41.92 213478

Consultant Sub-Engineer, Assistant Engineer,

New Construction of Rural Road under MMGSY of Chhattisgarh State

(Ministry of Rural Development, Govt. of India)

COMPARATIVE STATEMENT

NAME OF ROAD : Jhhiram Via Alengnar Urkapal Kandanar LENGTH :- 18.000

BLOCK :Tongpal NAME OF DISTRICT : Sukma

Sr. No. SOR Item No. BOQ Description Unit Rate As Per BOQ As PER Working Variation Remarks

Quantity Amount

Quantity Amount Quantity Amount Saving Execes Saving Execes

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 centre line, setting out curves and recording of centre 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 20955 18 377190 18.000 377190

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. Sqm 1 108000 108000 108000.000 108000 साफ सफाई की चौड़ाई बढ़ने से क्वांटिटी बढ़ी है

3 3.2 Compacting Original Ground / Existing Embankment. Loosening, Leveling 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. Cum. 29 16037.73 465094 8145.000 236205 7892.730 228889 चौड़ाई बढ़ने से क्वांटिटी बढ़ी है

4 3.8 (I) 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 a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. M. 88 14000.00 1232000 36000.000 3168000 22000.000 1936000 साइड में उपयोग के अनुसार क्वांटिटी कम हुई है .

5 3.5 (I) Excavation in Cutting in Soil by Manual/Machinery means Excavation for roadway in soil for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 Cum. 91 17562.50 1598187 121972.019 11099454 104409.519 9501266 साइड के लेवल के अनुसार कटाई क्वांटिटी बढ़ी है

6 3.3 (i) Construction of Embankment with Material Obtained from Roadway Cutting (i) 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. 77 23162.50 1783512 129220.301 9949963 106057.801 8166451 साइड के लेवल के अनुसार कटाई क्वांटिटी बढ़ी है

7 3.4 (ii) Construction of Embankment with Material Obtained from Pits 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. 246 50620.52 12452649 37087.925 9123629 13532.600 3329020 कटिंग क्वांटिटी बढ़ने के कारण रिउसेद की क्वांटिटी बढ़ी है

8 3.12 (A) 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 252 11841.19 2983980 12266.516 3091162 425.326 107182 साइड के लेवल के अनुसार फिलिंग क्वांटिटी बढ़ी है .

9 4.1 (iii) Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) Construction of granular sub-base by providing well graded material having CBR 20 or more, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100KN static weight to achieve the desired density, complete as per Technical Specification Clause 401. For Grading mentioned in table 400.1 (Grading III) (A) Crushed Stone Materials Cum. 910 10760.22 9791800 10915.317 9932938 155.097 141138 एअर्थान शोल्डर की चौड़ाई के अनुसार क्वांटिटी में कमी आई

10 4.7 (ii) WBM Grading 2 Providing, laying, spreading and compacting mechanically crushed stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. Cum. 1981 5169.96 10241689 2061.329 4083492 3108.631 6158198 जीएसबी के एक्स्ट्रा क्वांटिटी में कमी के कारण क्वांटिटी में कमी आई

11 4.7 (iii) WBM Grading 3 Providing, laying, spreading and compacting mechanically crushed stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. Cum. 2118 5036.20 10666670 2007.788 4252494 3028.412 6414176 WBM के जगह WMM लेने के कारण क्वांटिटी में बचत हुई

12 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. 280 12270.60 3435767 13772.319 3856249 1501.722 420482 WBM के जगह WMM लेने के कारण क्वांटिटी में बचत हुई

13 5.1 Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 Sqm. 60 67149.32 4028959 26770.500 1606230 40378.821 2422729 WBM के जगह WMM लेने के कारण क्वांटिटी में बढ़ोतरी हुई

14 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. Sqm. 18 67149.32 1208688 26770.500 481869 40378.821 726819 एअर्थान शोल्डर की चौड़ाई के अनुसार क्वांटिटी में कमी आई

15 5.3 (ii) 20mm thick Open-Graded Premix Carpet using Bituminous (VG/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of aggregate 13.2mm size (passing 22.4mm size sieve & retained on 11.2mm sieve and 11.2mm size (passing 13.2mm sieve and retained on 5.6mm sieve) either using penetration grade/ VG bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508., Viscocity grade (VG) Bitumen specification as per IS 73:2006 (II) Bitumen (VG-30) Sqm. 171 67149.32 11482534 26770.500 4577756 40378.821 6904778 कुछ पोरशन में CC लेने के कारण क्वांटिटी में कमी आई

16 5.5 Case (ii) Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510, Viscocity grade (VG) Bitumen specification as per IS 73:2006 (II) Bitumen (VG-30) Sqm. 60 67149.32 4028959 26770.500 1606230 40378.821 2422729 कुछ पोरशन में CC लेने के कारण क्वांटिटी में कमी आई

17 6.1 (ii) Cement Concrete Pavement Construction of un-reinforced, jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying, primer, sealant, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 Cum. 7136 0.00 0 8302.500 59246640 8302.500 59246640 कुछ पोरशन में CC लेने के कारण क्वांटिटी में कमी आई

18 9.2 A Cautionary, mandatory, informatory direction and place identification sign boards. A Semi-Reflective Traffic signs upto 0.90 sqm Direction and place identification 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 6621 8.10 53630 8.100 53630 कुछ पोरशन में CC लेने के कारण क्वांटिटी में कमी आई

19 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. 6534 11.88 77624 11.880 77624 कुछ पोरशन में CC लेने के कारण क्वांटिटी में बढ़ोतरी हुई

20 9.14 A (ii) Providing and Fixing Informatory and Logo Board of PMGSY Project (A) Providing typical PMGSY informatory & logo board as per approved drawing & specifications, painted with enamel paint on both side of board, lettering, figuring, printing arrows, border, etc with ready mix synthetic enamel paint of superior quality in required shed & colours. (II) PCC/RCC Each 13527 1.00 13527 1.000 13527

21 9.14 B Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 Each 19249 2.00 38498 2.000 38498

22 9.15 A Providing and fixing “Citizen Information Board/Maintenance Information Boade” 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 19621 6.00 117726 6.000 117726

23 9.16 Providing and Fixing MMGSY Logo Board Providing and fixing of typical " logo Board" with Logo as per MoRD specifications & drawings, Each 9276 9.00 83484 9.000 83484

24 9.8 (I) Kilometer Stone Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 170 5th Kilometer Stone (precast) Each 5180 3.00 15540 3.000 15540

25 9.8 (II) Kilometer Stone Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (Precast) Each 3072 16.00 49152 16.000 49152

26 9.8 (III) Kilometer Stone Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 200 m stone (precast) Each 648 72.00 46656 72.000 46656

27 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 846 240.00 203040 240.000 203040

28 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. 600 mm dia RM 4099 360.00 1475640 450.000 1844550 90.000 368910 MEASURMENT के अनुसार क्वांटिटी ली गई है .

29 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 Cum 354 4880.47 1727686 3231.900 1144093 1648.570 583594 MEASURMENT के अनुसार क्वांटिटी ली गई है

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. (ii)Ordinary rock (not requiring blasting) i. Upto 3 m depth Cum 442 0.00 0 5081.464 2246007 5081.464 2246007

30 7.10 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 (Nominal mix 1:3:6) Cum 5107 23.29 118916 500.400 2555543 477.115 2436626

31 7.10(ii) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II P.C.C grade M 15(Nominal mix (1:2.5:5) Cum 5223 3354.31 17519561 3046.905 15913987 307.405 1605574 साइड में उपयोग के अनुसार क्वांटिटी ली गई

32 7.18(i) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 I. P.C.C grade M 15 (Nominal mix (1:2.5:5) Cum 5387 2148.38 11573296 6984.849 37627380 4836.474 26054084 साइड में उपयोग के अनुसार क्वांटिटी ली गई

33 7.27 (i) Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4 Cum 6839 155.52 1063601 117.786 805538 37.734 258063 साइड में उपयोग के अनुसार क्वांटिटी ली गई

34 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. grade M 25 (Design Mix) Cum 7312 378.31 2766203 385.245 2816911 6.935 50709 साइड में उपयोग के अनुसार क्वांटिटी ली गई

35 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MT 76384 49.86 3808728 46.990 3589276 2.873 219452 साइड में उपयोग के अनुसार क्वांटिटी ली गई

36 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 Nos 335 784.00 262640 1097.000 367495 313.000 104855 साइड में उपयोग के अनुसार क्वांटिटी ली गई

37 7.41 Filler Joint (II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications RM 431 645.00 277995 82.500 35558 562.500 242438 पहाड़ी एरिया होने के कारण ये आइटम लिया गया

38 7.35 Drainage spouts complete as per drawing and technical specifications Clause 1209 Nos 2115 70.00 148050 86.000 181890 16.000 33840 साइड में उपयोग के अनुसार क्वांटिटी ली गई

39 7.31 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 CUM 12727 33.55 426991 3.038 38658 30.513 388333 टो की लम्बाई में बढ़ोतरी के कारण क्वांटिटी में वृद्धि हुई

40 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material Cum 1025 1222.96 1253539 1844.343 1890452 621.378 636913 टो की लम्बाई में बढ़ोतरी के कारण क्वांटिटी में वृद्धि हुई

41 10.5 (i) Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 I. Stone/Boulder Cum 2016 144.90 292118 680.772 1372436 535.872 1080318 साइड में उपयोग के अनुसार क्वांटिटी ली गई

42 10.6 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 Cum 2324 378.00 878472 151.800 352783 226.200 525689 साइड में उपयोग के अनुसार क्वांटिटी ली गई

43 7.24 Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 Cum 1807 835.87 1510417 6.912 12490 828.958 1497927 साइड में उपयोग के अनुसार क्वांटिटी ली गई

44 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 (B) 1000 mm dia R.M. 6485 37.50 243188 105.000 680925 67.500 437738

45 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) Cum 1275 4.58 5833 14.918 19021 10.343 13188 टो की लम्बाई में बढ़ोतरी के कारण क्वांटिटी में वृद्धि हुई

7.8 Filling in Foundation Trenches as per drawing and technical specification Clause 1108 & 305.3.9 I. Sand filling Cum 1275 0.00 0 198.090 252565 198.090 252565

Total Cost of Construction work 121937432 201243937 33928407 113234912

Rate of Tender (-10% Below) 20124394 4112123 13724071

Total Cost of Construction work AFTER DEDUCTION BELOW AMOUNT 121937432 181119543 29816284 99510840

#REF! 1 Maintenance of Road for First Year Kilometer 30000 18.00 540000 18.000 540000

#REF! 2 Maintenance of Road for Second Year Kilometer 40000 18.00 720000 18.000 720000

#REF! 3 Maintenance of Road for Third Year Kilometer 70000 18.00 1260000 18.000 1260000

Total Cost of Maintenance work 2520000 2520000 0 0

Sub Engineer PIU 1,CGRRDA SUKMA Assistant Engineer PIU 1,CGRRDA SUKMA EXECUTIVE ENGINEER PIU 1,CGRRDA SUKMA

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1 Chhindgarh Jhhiram Via Alengnar Urkapal Kandanar 18.00 47 1438.86 29.74 1468.60 18.00 47 1294.98 29.74 1324.71 18.00 43 #REF! 29.74 #REF! As Per Working Estimate

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Abstract of Package/Roadwise Proposal of Revision

District :- SUKMA Agreement No. :- 03/MMGSVY/2023-24 SUKMA DATE - 18.04.2023.

Contractor:- M/s. Vinod Singh Rathor Sanctioned Year :- 2022-23

S. No. Name of Road Description Total Length (Km.) Details of Road Contract Amount (Rs. In Lakhs) Other Works Rs. In Lakhs Total Construction Cost Rs. In lakhs Maintenance Cost Rs. In lakhs Total Contract Amount Rs. In Lakhs Remarks

BT CC CD 112.43

Length (Km.) Cost Rs. Length (Km.) Cost Rs. Nos. Cost Rs. Diff.

Executive Engineer cum Member Secretary

Project Implementation Unit No. 01

Chhattisgarh Rural Road Development Agency

District Sukma (C.G.)

Variation Statement

Sanctioned Year :- 2022-23 Agreement No. :- 03/MMGSVY/2023-24 SUKMA DATE - 18.04.2023.

Stipulated Date of Completion : Contractor:- M/s. Vinod Singh Rathor

Block:- Tongpal District :- sukma Package No. :- CG-01-

S. No. Name of Road Description Cost Rs. In Lakhs Length in Km. Earth Work Sub Grade GSB WMM WBM Gr.-II WBM Gr.-III BT Work C.C. Road Earthen Shoulder C.D. Work Other Works

Construction Maintenance Total

1 Jhhiram Via Alengnar Urkapal Kandanar As per Tender (Sanctioned) 1438.86 29.74 1468.60 18.00 242.08 0.00 115.54 0.00 120.85 125.87 183.04 0.00 40.54 517.03 93.91

As per Actual (Revised) #REF! 29.74 #REF! 18.00 #REF! 0.00 108.84 0.00 76.57 79.74 155.11 0.00 24.59 388.51 #REF! #REF! Earth Work Sub Grade GSB WMM WBM Gr.-II WBM Gr.-III BT Work C.C. Road Earthen Shoulder C.D. Work Other Works

Variation With Agreement #REF! 0.00 #REF! 0.00 #REF! 0.00 -4.85 0.00 32.20 33.54 9.62 0.00 11.89 76.81 #REF!

Executive Engineer cum Member Secretary

Project Implementation Unit No. 01 Earth Work Sub Grade GSB WMM WBM Gr.-II WBM Gr.-III BT Work C.C. Road Earthen Shoulder C.D. Work Other Works

Chhattisgarh Rural Road Development Agency

District Sukma (C.G.) revised #REF! 0.00 102.48 0.00 72.10 75.08 146.05 316.51 23.16 365.83 #REF! #REF!

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1 Chhindgarh Jhhiram Via Alengnar Urkapal Kandanar 18.00 47 1438.86 29.74 1468.60 18.00 47 1294.98 29.74 1324.71 18.00 43 #REF! 29.74 #REF! As per Working Estimate

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As per S.T.A. (D.P.R.)/As per Field/As per Veriation

S. No. District Block Package No. Name of Road Particulars Category of Road (N/U) Existing Surface type in case of gradation Habitaion being connected Pavement CD Work Long Span Bridge Protection Work Cost of other Works (if any) sanction (Rs. In Lakh) Total Cost Design Estimated Maintenance Cost (Rs. In Lakhs) Traffic Intensity CBR Value Date of Verification Verified by whome (Name & Designation)

No. of Habitaions Under Bharat Nirman Length (in Km.) Sanction Cost (Rs. In Lakh) No. of Works Sanction Cost (Rs. In Lakh) Number of Works Sanction Cost (Rs. In Lakh) Carriage way width Proposed Surface Curve Type Releted Road in core Network

1 Sukma Chhindgarh CG Jhhiram Via Alengnar Urkapal Kandanar As per S.T.A. D.P.R. (Tender) N - 18.00 827.92 47 517.03 – – 0.00 93.91 1438.86 3.75 Sealed B – 29.74 - - – – 1468.60

As per Veriation 18.00 #REF! 43 388.51 – – 0.00 #REF! #REF! 3.75 Sealed B – 29.74 - - – – #REF!

Executive Engineer cum Member Secretary

Project Implementation Unit No. 01

Chhattisgarh Rural Road Development Agency

District Sukma, (C.G.)

Chapter 3.Topographic Survey

Topographic survey true to ground realties have been done using auto levels, and bringing out data in digital form (x,y,z format) for developing digital terrain model (DTM) and using auto level for leveling survey.

The in-house standards, work procedures and quality plan prepared with reference to IRC: SP 19-2001, IRC: SP 20, IRC: SP 13 (in respect of surveys for rivers/streams) and current international practices have been followed during the above survey.

Traversing has been done by compass having angular measurement accuracy ±20 sec.

The primary reference at water-level recording stations is a set of stable bench-marks, installed in locations where their level should not change. Upon initial set-up of a station, the levels of the relevant parts of the installation are established and recorded by means of accurate levelling.

Levelling has been done by auto level interval of 25m taken offset from centre four reading both side. And bearing were taken by compass survey. For cross-checking fly survery has been done. Precise levelling is a particularly accurate method of differential levelling which uses highly accurate levels and with a more rigorous observing procedure than general engineering levelling. It aims to achieve high orders of accuracy such as 1 mm per 1 km traverse. A level surface is a surface which is everywhere perpendicular to the direction of the force of gravity. An example is the surface of a completely still lake. For ordinary levelling, level surfaces at different elevations can be considered to be parallel.

Precise levelling is a particularly accurate method of differential levelling which uses highly accurate levels and with a more rigorous observing procedure than general engineering levelling. It aims to achieve high orders of accuracy such as 1 mm per 1 km traverse. A level surface is a surface which is everywhere perpendicular to the direction of the force of gravity. An example is the surface of a completely still lake. For ordinary levelling, level surfaces at different elevations can be considered to be parallel.

A level datum is an arbitrary level surface to which elevations are referred. The most common surveying datum is mean sea-level (MSL), but as hydrological work is usually just concerned with levels in a local area, we often use: An assumed datum, which is established by giving a benchmark an assumed value (e.g. 100.000 m) to which all levels in the local area will be reduced. It is not good practice to assume a level which is close to the actual MSL value, as it creates potential for confusion.

A reduced level is the vertical distance between a survey point and the adopted level datum.

A bench mark (BM) is the term given to a definite, permanent accessible point of known height above a datum to which the height of other points can be referred. It is usually a stainless steel pin embedded in a substantial concrete block cast into the ground. At hydrological stations rock bolts driven into bedrock or concrete structures can be used, but structures should be used warily as they themselves are subject to settlement. The locations of benchmarks shall be marked with BM marker posts and/or paint, and recorded on the Station History Form.List of TBM atteched in 3.6

A set-up refers the position of a level or other instrument at the time in which a number of observations are made without mooring the instrument.

The first observation is made to the known point and is termed a backsight; the last observation is to the final point or the next to be measured on the run, and all other points are intermediates

A run is the levelling between two or more points measured in one direction only. The outward run is from known to unknown points and the return run is the check levelling in the opposite direction.

A close is the difference between the starting level of the initial point for the outward run and that determined at the end of the return run. If the levels have been reduced correctly this value should be the same as the difference between the sum of the rises and falls and also the difference between the sum of the backsights and foresights.

Height of Collimation is the elevation of the optical axis of the telescope at the time of the setup.

The line of collimation is the imaginary line at the elevation.

3.4 Cross Section & Detailing

Cross sections were taken at 25 m interval and at closer interval in curved portion of the existing road. All physical features of the road were recorded.

Generally, cross section has been taken at every 25m interval, and taten four offset reading from centre both side of road. Offset distance are 0, 1.50, 3.0, 4.50, 6.50.

3.5 Data Processing

All data from topographic survey recorded by auto level were downloaded in Auto plotter and final alignment, plan, profile were prepared and presented in AutoCAD Format.

3.6 T.B.M. List

S. No. Chainage R.L Location

TBM-1 14 100.000 On Electricpole L.H.S. N20°59'48" E81°55'46"

TBM-2 357 100.900 On Electricpole L.H.S. N20°59'42" E81°55'55"

TBM-4 925 99.945 On Electricpole L.H.S. N20°59'58" E81°55'71"

Reference pillars given Yes No

TBM with northing-easting given Yes No

Traverse survey carried out Yes No

Cross section and detailing carried out Yes No

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

Chapter 4. Soil and Materials Survey

The soil and material investigations were done following the guidelines of IRC: SP: 20-2002 and IRC: SP: 72-2015 and other relevant IS codes. The potential sources of borrow areas for soil and quarry sites will be identified

4.2 Soil sample collection and Testing

Soil samples will be collected along and around the road alignment at one location per km, from the adjoining borrow areas, as well as one sample is collected from the existing road. Soil Classification tests like grain size analysis and Atterberg’s limit were conducted for all the samples collected. Standard Proctor test and the corresponding 4 day soaked CBR test were conducted either for a minimum of one test per km for soil samples of same group or more tests due to variation of soil type. The following tests were conducted as detailed below:

• Grain size analysis as per IS : 272 (Part 4) – 1985

• Atterberg’s limit as per IS : 2720 (Part 5) – 1985

• Standard Proctor density test as per IS : 2720 (Part 7) – 1980

• 4 day soaked CBR test as per IS : 2720 (Part 16) – 1985

Summary of Test

S.No. Location CBR (%) MDD gm/cc OMC (%) L.L. (%) P.I. (%) Sieve Analysis

% passing against I.S.Sieve

26.5mm 10mm 4.75mm 2mm 425u 75u

As the soil of CBR 3% to4% available , it is suitable for embankement construction.

4.3 Analysis of Test Results

The laboratory soaked CBR value ranges from 5 % to 6 % The soil laboratory test results will be summarized in Table 4.2

Table 4.1 CBR values for different stretches

Sl.No. Section CBR (%)

4.4 Coarse and Fine Aggregates

Information regarding the source of aggregate and sand will be gathered. The stone aggregates shall be procured from Village ....................where as the locally available sand shall be used. The source and the lead distance from the quarry to project site will be finalized in discussion with the PIU. The aggregates and sand where available and acceptable shall be used for bituminous work, concrete works, other pavement works.

Quarries Details

Sr no Material Location/Description Distance (From '0' point of the road)

1 Sand Local 5 Km

2 GSB Local 7 Km

4 Cement Jagdalpur 180 Km

5 Metal Jagdalpur 180 Km

4.5 Sub-soil investigation for bridges

Where the rock or some firm undisturbed soil stratum is not likely to be far below the alluvial bed of the stream , a trail pit should be dug down to such rock or firm soil . But if there is no rock or undisturbed firm soil for a great depth below the stream bed level , then the trail pit may be taken down roughly 2 to 3 meter below the lowest bed level . The location of each trail pit should be shown in the cross section of the proposed site . The trail pit section should be plotted to show the kind of soil passed through . However depth of trail pit in soil shall minimum 2 m for culverts and 3 m for small bridges .

Borrow pit suitable Yes No

SSI for existing ground Yes No

Investigation for coarse/fine aggregate Yes No

Quarry map Yes No

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

Name of Road :- Jhhiram Via Alengnar Urkapal Kandanar

Block :- Chhindgarh

Distt. :- Sukma Jagdalpur

Jagdalpur 180 Km

Jhhiram Via Alengnar Urkapal Kandanar

1 Sand - Local 5 Km

2 GSB - Local 7 Km

3 Cement - Jagdalpur 180 Km

4 Metal - Jagdalpur 180 Km

Certified that the quarry and leads shown above are tentative

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

PROCTOR DENSITY TEST OF SOIL 2 15.62

Name of the Road: Jhhiram Via Alengnar Urkapal Kandanar 4 18.06

Road/Section Details: 1700 Date of Testing: 14/May/21 6 15.71

Sample No.: Weight of Dry Soil: 8 16.77

Description of Sample : CLAY SOIL 9 14.39

Type of Test Standard Proctor 10 14.77

Weight of Mould W1 (gm) 6750 11 19.88

Volume of Mould Vm (cc) 2120 12 16.8

Percent retained on 20 mm IS Sieve

S. No. Weight of Mould + Compacted Soil (gms) W2 Weight of Wet Soil (gms) W2 - W1 Wet Density (gm/cc) Moisture Content Determination Dry Density (gm/cc)

Container No. Weight of Container (gms) Weight of Container + Wet Soil (Gms) Weight of Container + Dry Soil (gms) Weight of Water (Ww) (gms) Weight of Dry Soils (Ws) (gms) Moisture Content (%) (W)

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

PROCTOR DENSITY TEST OF SOIL

Name of the Road: Jhhiram Via Alengnar Urkapal Kandanar

Road/Section Details: 6250 Date of Testing: 14/May/21

Sample No.: Weight of Dry Soil:

Description of Sample : CLAY SOIL

Type of Test Standard Proctor

Weight of Mould W1 (gm) 6750

Volume of Mould Vm (cc) 2120

Percent retained on 20 mm IS Sieve

S. No. Weight of Mould + Compacted Soil (gms) W2 Weight of Wet Soil (gms) W2 - W1 Wet Density (gm/cc) Moisture Content Determination Dry Density (gm/cc)

Container No. Weight of Container (gms) Weight of Container + Wet Soil (Gms) Weight of Container + Dry Soil (gms) Weight of Water (Ww) (gms) Weight of Dry Solids (Ws) (gms) Moisture Content (%) (W)

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

PROCTOR DENSITY TEST OF SOIL

Name of the Road: Jhhiram Via Alengnar Urkapal Kandanar

Road/Section Details: 0 Date of Testing: 14/May/21

Sample No.: Weight of Dry Soil:

Description of Sample : CLAY SOIL

Type of Test Standard Proctor

Weight of Mould W1 (gm) 6750

Volume of Mould Vm (cc) 2120

Percent retained on 20 mm IS Sieve

S. No. Weight of Mould + Compacted Soil (gms) W2 Weight of Wet Soil (gms) W2 - W1 Wet Density (gm/cc) Moisture Content Determination Dry Density (gm/cc)

Container No. Weight of Container (gms) Weight of Container + Wet Soil (Gms) Weight of Container + Dry Soil (gms) Weight of Water (Ww) (gms) Weight of Dry Solids (Ws) (gms) Moisture Content (%) (W)

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

C.B.R. Test of Soil (IS:2720(PART)

Name of Road : Jhhiram Via Alengnar Urkapal Kandanar Date :- 14/May/21

Sample Details :- 1700 Capacity of Proving Ring :- 10 KN

Value of one division :- 1.274

Time of Penetration @ 1.25 mm/min. Penetration Proving ring Reading Load Intensity (kg/cm2 ) (A) x one division Value Area of Plunger Corrected Load Intensity Kg/cm2) Standard Load Intensity (kg/cm2) Unsoaked/ Soaked C.B.R. (%) (C) x100/(D) Average C.B.R. (%)

Min.:Sec. (mm) i ii iii i ii iii i ii iii Std. i ii iii

Average C.B.R. at 2.5 mm penetration: (%) 2.77

Average C.B.R. at 5.0 mm penetration: (%) 2.16

Average Saturation Moisture Content: (%)

Average Swelling: (%)

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

C.B.R. Test of Soil (IS:2720(PART)

Name of Road : Jhhiram Via Alengnar Urkapal Kandanar Date :- 14/May/21

Sample Details :- 6250 Capacity of Proving Ring :- 10 KN

Value of one division :- 1.274

Time of Penetration @ 1.25 mm/min. Penetration Proving ring Reading Load Intensity (kg/cm2 ) (A) x one division Value Area of Plunger Corrected Load Intensity Kg/cm2) Standard Load Intensity (kg/cm2) Unsoaked/ Soaked C.B.R. (%) (C) x100/(D) Average C.B.R. (%)

Min.:Sec. (mm) i ii iii i ii iii i ii iii Std. i ii iii

Average C.B.R. at 2.5 mm penetration: (%) 2.31

Average C.B.R. at 5.0 mm penetration: (%) 2.03

Average Saturation Moisture Content: (%)

Average Swelling: (%)

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

C.B.R. Test of Soil (IS:2720(PART)

Name of Road : Jhhiram Via Alengnar Urkapal Kandanar Date :- 14/May/21

Sample Details :- 0 Capacity of Proving Ring :- 10 KN

Value of one division :- 1.274

Time of Penetration @ 1.25 mm/min. Penetration Proving ring Reading Load Intensity (kg/cm2 ) (A) x one division Value Area of Plunger Corrected Load Intensity Kg/cm2) Standard Load Intensity (kg/cm2) Unsoaked/ Soaked C.B.R. (%) (C) x100/(D) Average C.B.R. (%)

Min.:Sec. (mm) i ii iii i ii iii i ii iii Std. i ii iii

Average C.B.R. at 2.5 mm penetration: (%) 2.86

Average C.B.R. at 5.0 mm penetration: (%) 2.16

Average Saturation Moisture Content: (%)

Average Swelling: (%)

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

Name of Road : Jhhiram Via Alengnar Urkapal Kandanar

Sample Detail : 1700 mt Date of Testing : 14/May/21

weight of sample taken : 2000 gm

I.S. Sieve Designation Weight of Sample retained (gm) Percent of wt. retained (%) Cumulative percent of wt. retained (%) Percent Passing (%)

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

Name of Road : Jhhiram Via Alengnar Urkapal Kandanar

Sample Detail : 6250 mt Date of Testing : 14/May/21

weight of sample taken : 2000 gm

I.S. Sieve Designation Weight of Sample retained (gm) Percent of wt. retained (%) Cumulative percent of wt. retained (%) Percent Passing (%)

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

Name of Road : Jhhiram Via Alengnar Urkapal Kandanar

Sample Detail : 0 mt Date of Testing : 14/May/21

weight of sample taken : 2000 gm

I.S. Sieve Designation Weight of Sample retained (gm) Percent of wt. retained (%) Cumulative percent of wt. retained (%) Percent Passing (%)

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

Atterberg Limits Test Container No. Weight of Container + Wet Soil Weight of Container + Dry Soil Loss of Moisture Weight of Container Weight of Dry Soil Moisture Content (%) Number of Blows Container No. Weight of Container + Wet Soil Weight of Container + Dry Soil Loss of Moisture Weight of Container Weight of Dry Soil Moisture Content (%) container No. Weight

Name of Road: Jhhiram Via Alengnar Urkapal Kandanar Date of Testing: 14/May/21 1 57.40 49.40 8.00 15.85 33.55 23.85 43 5 26.50 25.40 1.10 15.28 10.12 10.87 21.96 2 15.62

Determination of Liquid Limit (L.L.) 7 59.40 47.80 11.60 15.26 32.54 35.65 24 PL 11.28 10 14.77

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA ) 8 64.18 50.42 13.76 16.77 33.65 40.90 24 3 51.55 46.68 4.87 16.03 30.65 15.89

Atterberg Limits Test

Name of Road: Jhhiram Via Alengnar Urkapal Kandanar Date of Testing: 14/May/21

Sample Details: 6250 Type of Soil:

Determination of Liquid Limit (L.L.)

1 2 3 4 5 6 Remarks

Container No. 10 11 12 13 14

Weight of Container + Wet Soil 58.74 59.11 59.99 59.38 60.25

Weight of Container + Dry Soil 41.31 43.89 44.56 43.05 43.29

Loss of Moisture 17.43 15.23 15.43 16.34 16.96

Weight of Container 16.92 17.23 16.65 16.19 16.10

Weight of Dry Soil 24.39 26.66 27.92 26.85 27.19

Moisture Content (%) 71.46 57.11 55.65 60.84 62.36

Number of Blows 39 32 28 22 17

Liquid Limit (L.L.) = ……………….% 55.65

Determination of Plastic Limit

Container No. 35 36 37

Weight of Container + Wet Soil 20.89 25.32 21.08

Weight of Container + Dry Soil 18.13 22.52 20.76

Loss of Moisture 2.76 2.80 0.32

Weight of Container 11.87 11.69 11.84

Weight of Dry Soil 6.26 10.83 8.92

Moisture Content (%) 44.58 25.95 3.77

Plastic Limit = (mc1+mc2+mc3)/3 = ………….% 24.77

Plasticity Index (P.I.) = L.L. - P.L. = …………% 30.88

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

Atterberg Limits Test

Name of Road: Jhhiram Via Alengnar Urkapal Kandanar Date of Testing: 14/May/21

Sample Details: 0 Type of Soil:

Determination of Liquid Limit (L.L.)

1 2 3 4 5 6 Remarks

Container No. 15 16 17 18 19

Weight of Container + Wet Soil 58.63 58.60 59.79 59.82 60.28

Weight of Container + Dry Soil 41.25 44.13 45.08 43.58 43.00

Loss of Moisture 17.39 14.47 14.71 16.25 17.27

Weight of Container 16.92 17.30 16.50 16.19 16.82

Weight of Dry Soil 24.33 26.83 28.58 27.39 26.19

Moisture Content (%) 71.47 53.93 52.20 59.32 65.97

Number of Blows 44 36 30 30 17

Liquid Limit (L.L.) = ……………….% 52.20

Determination of Plastic Limit

Container No. 7 8 9

Weight of Container + Wet Soil 21.89 25.01 22.42

Weight of Container + Dry Soil 18.07 22.59 20.01

Loss of Moisture 3.82 2.43 2.40

Weight of Container 11.26 12.04 11.75

Weight of Dry Soil 6.81 10.54 8.27

Moisture Content (%) 56.55 23.23 29.29

Plastic Limit = (mc1+mc2+mc3)/3 = ………….% 36.36

Plasticity Index (P.I.) = L.L. - P.L. = …………% 15.84

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

Container No. Weight of Container + Wet Soil Weight of Container + Dry Soil Loss of Moisture Weight of Container Weight of Dry Soil Moisture Content (%) Number of Blows Container No. Weight of Container + Wet Soil Weight of Container + Dry Soil Loss of Moisture Weight of Container Weight of Dry Soil Moisture Content (%)

container No. Weight

Chapter 5. Traffic Survey

In the present scenario of new connectivity/upgradation road, 3 day, 24 hr traffic volume count has been conducted on the already completed or similar type of MMGSY road in the vicinity of the project road. The Classified Volume Count survey has been carried out in accordance with the requirements of the TOR and relevant codes (IRC: SP: 19-2001, IRC: SP: 20, IRC: SP: 72-2015).The surveys have been carried out by trained enumerators manually under the monitoring of Engineering Supervisor.

5.2 Traffic Data and Analysis

The traffic count done was classified into different vehicle category as given below:

Motorized vehicle comprising of light commercial vehicle, medium commercial vehicle, heavy commercial vehicle, trucks, buses, agricultural tractors with trailers, car, jeep, two wheelers etc.

Non- motorized vehicles comprising of cycle, rickshaw, cycle van, animal drawn vehicle etc.

The number of laden and un-laden commercial vehicles was recorded during the traffic counts. Traffic volume count for this project road was done during Harvesting season. It is assumed that peak harvesting season traffic is double of non harvesting season.

Average of 3 day traffic data is presented in Table 5.1.

Table 5.1 Average daily Traffic data at Rd 0/2 both directions for three days

Sl. No. Type of Vehicle Day-1 Day-2 Day-3 Average

14/May 15/May 16/May

1 Car, Jeep, Van 130 140 310 193

2 Auto Rickshaw 0 0 0 0

3 Scooters/Motorbikes 240 250 300 263

4 Bus / Minibus 0 0 0 0

5 Trucks 30 25 26 27

6 Tractors with trailer 46 55 68 56

7 Tractor without trailer 45 80 60 62

9 Cycle Rickshaw / Hand Cart 0 0 0 0

10 Horse cart / Bullock Cart 2 5 3 3

11 Pedestrian 75 80 56 70

Total commercial vehicle per day (cvpd) 989

Total motorised vehicle per day 602 178352

Total non-motorised vehicle per day 387

{Tick the relevant box}

a) Traffic volume and mix do not vary along the road

b) Traffic volume and mix vary along the road

c) Traffic volume and mix will vary along the road in the future

d) There is a potential for through traffic using the road

e) % of loaded vehicles

5.3 Traffic Growth Rate and Forecast

We adopted here an average annual growth rate of 6% over the design life as set out in IRC: SP 72-2015

Table 5.2 Average Annual Daily Traffic at Road

S. No. HCV MCV LCV CAR/JEEP M/CYCLES CARTS CYCLES

1 TOTAL MOTORISED VEHICLE 540

2 TOTAL NON MOTORISED VEHICLE 317

3 AVERAGE DAILY TRFFIC ADT 857

4 ANNUAL AVERAGE DAILY TRAFFIC AADT (During Non Harvesting Season) 533.95

5 PROJECTED ANNUAL AVERAGE DAILY TRAFFIC AADT( FOR 2 YEAR PERIOD) 600

6 PROPORTION FACTOR 0.700

7 PROJECTED TRAFFIC

8 VEHICLE DAMAGE FACTOR VDF

9 TOTAL ESAL ( EQUIVALENT STANDARD AXLE LOAD)PER DAY 37.07

10 CUMULATIVE ESAL OVER 10 YEARS @ 6% GROWTH RATE 178352

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA ) EXECUTIVE ENGINEER(RDD, CGRRDA SUKMA )

Chapter 6. Hydrological Survey

Hydrological survey is necessary for design of adequate and safe Cross Drainage Structures so that the rain water can pass as per natural slope. Hydrological survey of the proposed road is based on the following observations:

Hydrological survey is necessary for design of adequate and safe Cross Drainage Structures so that the rain water can pass as per natural slope. Hydrological survey of the proposed road is based on the following observations:

Catchments Area

Time of Concentration

Existing Cross Drainage Structures

Drainage of road refers to the satisfactory disposal of surplus water within the road limits. The water involved may be precipitation falling on the road, surface runoff form the adjacent land, seepage water moving through sub-terrain channels, or moisture rising by capillary action. Adequate information about drainage patterns is necessary to devise an effective drainage system, which brings into focus the need for requisite studies and investigations

Drainage studies have the following principal objectives

Fixing the grade line of the road

Design of pavement and

Design of the surface/sub-surface drainage system

• Main components of drainage investigation are determination of HFL and ponded water level, depth of water table, range of tidal levels and amount of surface runoff. Besides this, for cut sections in rolling and hilly areas, it would be necessary to carry out special investigations for sub-terrain flows and seepage of irrigation water from fields situated above the road.

• Extent of studies and the data to be collected will depend on the type and scope of the project. Usually good deal of information could be collected through site inspection, simple measurements and local enquiry. Most appropriate time for such enquiries is during the stage of preliminarysurvey so that the information gathered can be of use in fixing the alignment and finalizing the broad strategy for improving the drainage. Detailed investigations could continue till the final location survey when any adjustment in the light of further data could still be made before the projects in finally ready. In the case of cut sections, investigations for seepage and sub-terrain flows may generally have to be done again at the stage of formation cut when new features may come to light warranting modifications in design or the need for special measures.

6.2 Rainfall Data

Rainfall Data as applicable for the project road were collected with maximum Rainfall occurring in the months of July/ August. .

6.3 Catchment Area

The Catchments area is calculated by gathering local information and survey as per sheet enclosed here. catchment area have been calculated from toposheet. Discharge is calculated by Dickenn's Formula.

6.4 Time of Concentration

Time of concentration (tc) in hours is calculated from the formula of (0.87 x L3/H)0.385, where L is distance from the critical point to the structure site in km and H is the difference in elevation between the critical point and the structure site in meters.

6.5 Existing Cross Drainage Structures

There are 2 number of cross drainage structures along the existing project road as listed below: There are number of cross drainage structures along the existing project road as listed below:

Table-6.1 List and condition of existing culverts

Sl. Chainage (km) Description of Existing Structure

Type & Span/ Dia. (m) Condition

1 1100 1X2Mt SLAB SPAN CULVERT GOOD CONDITION

2 1400 2X2Mt SLAB SPAN CULVERT GOOD CONDITION

3 1700 1X1M SLAB SPAN CULVERT GOOD CONDITION

4 2545 1X2Mt SLAB SPAN CULVERT GOOD CONDITION

5 2650 1X2Mt SLAB SPAN CULVERT GOOD CONDITION

6 3020 2X2Mt SLAB SPAN CULVERT GOOD CONDITION

7 3292 1X2Mt SLAB SPAN CULVERT GOOD CONDITION

8 3495 1X2Mt SLAB SPAN CULVERT GOOD CONDITION

Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

Chapter 7. Adopted Geometric Design Standards

The geometric design standards for this project conform to PMGSY guidelines and the guidelines as stated in IRC-SP 20:2002. Recommended design standards vis-à-vis the standards followed for this road are described below.

The classification of terrain is selected from plain/rolling/hilly/steep classification for which following criteria will be applicable.

Terrain classification Cross slope of the country

Plain 0-10% More than 1 in 10

Rolling 10-25% 1 in 10 to 1 in 4

Mountainous 25-60% 1 in 4 to 1 in 1.67

Steep Greater than 60% Less than 1 in 1.67

7.3 Design Speed

The proposed design speed along this project road will be selected from the following table:

Road classification Plain terrain Rolling terrain Mountainous terrain Steep terrain

Ruling Min. Ruling Min. Ruling Min. Ruling Min.

Rural Roads (ODR and VR) 50 40 40 35 25 20 25 20

7.4 Right of Way (ROW)

The requirement of ROW for this road is as follows (as specified in IRC-SP 20:2002):

Road classification Plain and Rolling Terrain (ROW in m) Mountainous and Steep Terrain (ROW in m)

Open Area Built-up Area Open Area Built-up Area

Normal Range Normal Range Normal Range Normal Range

Rural roads (ODR and VR) 6.0 10-12.0 8 8-.10 NA NA NA NA

7.5 Roadway Width

As the road is link road way width is reduced to 6.0 m as per instruction given by NRRDA through letter no. P-17035/1/2007-Tech dated 13.10.2010.

Terrain Classification Roadway Width (m)

Plain and Rolling 7.5

Mountainous and Steep 6

7.6 Carriageway Width

The width of carriageway for this project road is 3.75m. as traffic intensity is more than 100 motorised vehicles per day and where the traffic is likely to increase due to situation.

It is proposed to have 1.875 m wide shoulder in open area and in builtup area as per space available.

7.8 Roadway width at cross-drainage structures

The roadway width at culvert locations for this road is 7.5 m in plain terrain.

7.9 Sight Distance

The safe stopping sight distance in open area is takenas

Design Speed (km/hr) Safe Stopping Sight Distance (m)

In built-up area, in sharp curves necessary signages will be provided.

7.10 Radius of Horizontal Curve

According to IRC recommendations/standards, the minimum radius of horizontal curve for this project road is given below:

Terrain Category Radius of Horizontal Curve (m)

Ruling Minimum Absolute Minimum

To minimize extra land arrangement, minimum radius used is 20 m and design speed in these curves are also restricted to 20 km/hr.

7.11 Camber & Super elevation

A camber adopted on this road section is given below. The maximum super elevation is --7--% for this project road.

Surface type Camber (%)

Low rainfall (Annual rainfall <1000mm) High rainfall (Annual rainfall >1000mm)

WBM Gravel Road 3.5 4

Thin bituminous Road 3 3.5

Rigid Pavement 2 2.5

7.12 Vertical Alignment

The present road is in plain terrain and vertical alignment has been designed well within ruling gradient.

Generally, minimum gradient of 0.3% for drainage purpose is considered for designing the vertical alignment of this road.

7.13 Vertical Curves

For satisfactory appearance, the minimum length of vertical curve for different design speed is given in IRC-SP 20:2002. Vertical curves will be designed to provide the visibility at least corresponding to the safe stopping sight distance. Valley curves will be designed for headlight sight distance.

7.14 Side slope

Side slope for this rural road embankment height is less than 1.05m from gruound level. is given in the table below.

Condition Slope (H:V)

Embankment in silty/sandy/gravel soil 2:1,

Embankment in clay or clayey silt or inundated condition 2.5:1 to 3:1

Cutting in silty/sandy/gravelly soil 1:1 to 0.5:1

Radius of Curve (m) Upto 20 21 - 60 Above 60

Cutting in disintegrated rock or conglomerate 0.5:1 to 0.25:1

Cutting in soft rock like shale 0.25:1 to 0.125:1

Cutting in medium rock like sandstone, phyllite 0.083:1 to 0.0625:1

Cutting in hard rock like quartzite, granite Near vertical

7.15 Extra Widening of Pavement

The Extra Widening of Pavement at Curve as per IRC guideline is given below:

Extra Widening for 3.0 m wide single lane carriageway, (m) 0.9 0.6 Nil

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

Chapter 8. Alignment Design

In the present scenario of new connectivity/upgradation road, 3 day, 24 hr traffic volume count has been conducted on the already completed or similar type of PMGSY road in the vicinity of the project road. The Classified Volume Count survey has been carr

The main components included in the highway design are:

Cross-sectional elements

Horizontal alignment

Vertical profile

Junctions and/or Interchanges

Miscellaneous items

8.2 Horizontal alignment

Table 11.1 – Features of Horizontal Alignment (Example)

Chainage Length Description Reason for deviation from existing alignment, if necessary

From (km) To (km) (km)

0 18.000 18.00 N.A No existing alignment deviated

a) Centre line of the existing and proposed horizontal alignment coincide

b) Centre line of the existing and proposed horizontal alignment deviate at certain sections

Figure 8.1 Schematic diagram showing location and offsets from existing alignment

Table 8.2 – Horizontal Curve details

Horizontal curve details encloed here.

Curve No. IP Chainage Radius Ls Speed S.E. Def Angle Lc Ltotal Hand of Curve

(m) (m) (Kmph) D M S (m) (m)

8.3 Vertical alignment

Table 8.3 – Vertical Curve Details (Example)

Sl. NO. Chainage (m) Level of pvi Length of curve Type of curve Grade in (%) Grade out (%) Grade difference (%) Chainage Level

St. of Curve End of Curve St. of Curve End of Curve

2 no vertical curve required

8.4 Design of Junctions

The proposed alignment intersects cross roads and forms junctions. The locations of junctions are given below:

Table 8.4 – List intersections, type and proposed modifications

Sl. Type of intersection Location (km) Exiting condition Proposed modification

1 Tee-junction Start Point Earthen Road Bell mouth joint provide

2 Tee-junction 0.00 Earthen Road Bell mouth joint provide

3 Tee-junction End Point Earthen Road Bell mouth joint provide

4 Tee-junction 0.00 Earthen Road Bell mouth joint provide

5 Tee-junction 0.00 Earthen Road Bell mouth joint provide

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

Chapter 9. Pavement Design

Considering the sub-grade strength, projected traffic and the design life, the pavement design for low volume PMGSY roads was carried out as per guidelines of IRC: SP: 72 – 2015, or IRC SP:77 “Design of Gravel Road” and IRC SP:62-2004 “Cement Concrete roads”. In built up area for hygienic and safety reasons, C.C. pavement was used with a hard shoulder and drain appropriate line drain.

9.2 Pavement Design Approach

9.2.1 Design Life

A design life of 10 years was considered for the purpose of pavement design of flexible and granular pavements.

9.2.2 Design Traffic

The average annual daily traffic (AADT) for the opening year as well as the total commercial vehicle per day (CVPD) was presented in Table 5.2.

9.2.3 Determination of ESAL applications

Only commercial vehicles with a gross laden weight of 3 tonnes or more are considered. The design traffic was considered in terms of cumulative number of standard axles to be carried during the design life of the road. The numbers of commercial vehicles of different axle loads are converted to number of standard axle repetitions by a multiplier called the Vehicle Damage Factor (VDF). An indicative VDF value was considered as the traffic volume of rural road does not warrant axle load survey.

For calculating the VDF, the following categories of vehicles was considered as suggested in paragraph 3.4.4 of IRC: SP: 72 – 2015.

• Laden heavy/medium commercial vehicles

• Un-laden /partially loaded heavy/medium commercial vehicles

• Over loaded heavy/medium commercial vehicles

Indicative VDF values considered 10% of laden MCV and 10% laden HCV as overloaded & given below:

Vehicle type Laden Un-laden /Partially laden

Lane distribution factor (L) for Single lane road = 1.0 Cumulative ESAL application = To x 4811 x L, where To = ESAL application per day. The Cumulative ESAL application for the project road as per paragraph 3.5 of IRC: SP: 72 – 2015 is presented in Annexure

9.2.4 Subgrade CBR

The subgrade CBR range of 5% to 6 % was considered and the traffic falls in the T4 category.

9.3 Design Alternatives

Design alternatives considered

Chainage Design alternatives considered Specify design alternative selected Justification

From To Pavement Shoulder

Flexible Rigid Earthen full width Hard Full width Hard shoulder 1.875 m Both side Soil stabilization and use of locally available marginal materials. BT cc

yes yes 5025 6475

6475 0 yes yes yes

0 10275 yes yes

9.4 Pavement composition

Flexible Pavement

The designed pavement thickness and composition was calculated by referring Figure 4 (Pavement design catalogue) of IRC: SP: 72 – 2015. The ratio between heavy commercial vehicles and medium commercial vehicles as given in Chapter 5 should be maintained as far as possible.

The pavement layers provided are given below:

Table 5.2 Average Annual Daily Traffic at Road

S. No. HCV MCV LCV Car/Jeep Mcycles Carts

1 Total Motorised Vehicle

2 Total Non Motorised Vehicle

3 Average Daily Traffic ADT

4 Annual Average Daily Traffic AADT (During Non Harvesting Season)

5 Projected Annual Average Daily Traffic AADT( For 2 Year Period)

6 Proportion Factor

7 Projected Traffic

8 Vehicle Damage Factor VDF

9 Total ESAL ( Equivalent Standard Axle Load )Per Day

10 Cumulative ESAL Over 10 Years @ 6% Growth Rate

Evaluation of Subgrade Strength

i) Design CBR = 5.17%

PAVEMENT THICKNESS AND COMPOSITION

For commulative ESAL applications of 178352 reffering to to the Traffic category in the

range 1,00,000 to 2,00,000 and the subgrade category of CBR 5% to 6 %, Fig 4, IRC:SP:72-2015 Traffic category in T4.

Selected Soil )= 0 mm

GSB (CBR not less than 20, in exceptional cases may be relaxed to 15= 150 mm

Bituminous surface treated WBM/CRMB 150 mm

Base of Gravel/CRMB/WBM (CBR not less than 100) 20 mm

Total Crust = 320 mm

Top layer of WBM will be treated with bituminous surface.

Rigid Pavement :- 3625 TO 4500 m , 5025 TO 6475 m , 10025 TO 10275 m & 11025 TO 12575 Total 5875m

CC pavement design as per IRC:SP:62-2004

Top Layer Pavement Quality Concrete 200 mm

Sub – Base Layer Granular Sub-base Grading III 150mm

Lower-Base Salected Soil 300mm

Total thickness 350 mm

9.5 Embankment Design

As there is no high embankement in proposed road , hence Need not required to design embankement

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA ) EXECUTIVE ENGINEER(RDD, CGRRDA SUKMA )

Chapter 10. Design of Cross Drainage Works

On the basis of hydrological survey, number of new cross drainage works are recommended for the project road as listed below. {Consultants shall review these guidelines with respect to the Expert Committee guidelines “Review of Geometric Design Standards for Rural Roads in Hill Areas (meeting at Mussorie – 29-30 November 2007) and Review of Geometric Design Standards for Rural Roads in Plains}

10.2 Hydrological Design

Agricultural conduits, which basically act as balancers, have also been provided as listed below in Table 10.2.

Sr. No. Chainage (m) Span (m) C.A. (Ha) Q= CM¾ where C=14 M = CA in Sq Km As per Article 7.6.1 of IRC SP -20 WaterWay Area Required = CA (Ha)/10.9 Width of Opening Provided Height of OpeningProvided Waterway area Provided (Sqm) Bed Level RTL Foundation Level

10.3 Design Feature

Design Standards for culverts has been prepared based on standard codes and guidelines of IRC: SP: 20: 2002 and similar type of ongoing projects. General features of the designed cross drainage structures are given below:

For hume pipe culvert, minimum road width has been taken as 7.50 m,

Width of culvert : 7.50 m with parapet.

Width of Bridge: 5.5 m with parapet

10.4 Justification for retaining/widening and replacement of culverts

There are five no eisting culvrt and four no. of field crossing along theproject road are present as follows

10.5 Hydraulic calculation for Culvert

The design discharge was calculated by the rational method considering peak runoff from catchment using the formula,

Q = 0.028 x P x A xIc

Where P = Coefficient of Run Off for the catchments characteristics, A = Catchments Area in Hectares & Ic = Rainfall Intensity

Small bridge-site length of which exceeds 15 m to be jointly visited by STA and S.E. Design – as per SP-20 & SP-13 and relevant IRC Codes for Bridges.

Causeways and submersible bridges – Design to be done as per SP-20 and SP-82:2005.

Detailed hydraulic calculation of all replaced and proposed new culverts and attached as Annexure-2 of this report.

List of c/d works proposed/upgraded, type, location, span/dia in a tabular form. This should connect to the decisions taken during transect walk.

Table 10.2 Proposed Culverts

Sl. No. Chainage Type of Culvert Remarks

1 2050 6.0 m SPAN SLAB CULVERT PROPOSED

2 2250 1X3M SLAB CULVERT PROPOSED

3 3630 1X1000MM DIA H.P.C. PROPOSED

4 3725 1X1000MM DIA H.P.C. PROPOSED

5 3950 3.0 m SPAN SLAB CULVERT PROPOSED

6 4600 3.0 m SPAN SLAB CULVERT PROPOSED

7 5000 1X1000MM DIA H.P.C. PROPOSED

8 5150 1X3M SLAB CULVERT PROPOSED

9 5430 1X1000MM DIA H.P.C. PROPOSED

10 6025 4.0 m SPAN SLAB CULVERT PROPOSED

11 6500 1X1.50M SLAB CULVERT PROPOSED

12 6660 1X1000MM DIA H.P.C. PROPOSED

13 6800 1X1000MM DIA H.P.C. PROPOSED

14 7125 1X1000MM DIA H.P.C. PROPOSED

15 7350 1X1000MM DIA H.P.C. PROPOSED

16 7650 1X1000MM DIA H.P.C. PROPOSED

17 7950 1X1000MM DIA H.P.C. PROPOSED

18 8375 1X1000MM DIA H.P.C. PROPOSED

19 8750 1X1000MM DIA H.P.C. PROPOSED

20 8900 6M X1 SLAB SPAN CULVERT PROPOSED

21 9225 6M X1 SLAB SPAN CULVERT PROPOSED

22 9900 1X1.50M SLAB CULVERT PROPOSED

23 10200 1X1000MM DIA H.P.C. PROPOSED

24 10380 1X1000MM DIA H.P.C. PROPOSED

25 10600 1X1.50M SLAB CULVERT PROPOSED

26 10900 1X1.50M SLAB CULVERT PROPOSED

27 11225 1X1.50M SLAB CULVERT PROPOSED

28 11375 1X1.50M SLAB CULVERT PROPOSED

29 11655 6M X1 SLAB SPAN CULVERT PROPOSED

30 11725 1X1000MM DIA H.P.C. PROPOSED

31 12630 1X3M SLAB CULVERT PROPOSED

32 13020 1X1.50M SLAB CULVERT PROPOSED

13400 PROPOSED L.S.B.

33 13675 1X1000MM DIA H.P.C. PROPOSED

34 14300 1X1.50M SLAB CULVERT PROPOSED

35 14950 6M X3 SLAB SPAN CULVERT PROPOSED

366 15090 1X1000MM DIA H.P.C. PROPOSED

37 15425 1X1.50M SLAB CULVERT PROPOSED

38 15615 1X1.50M SLAB CULVERT PROPOSED

39 16175 1X1000MM DIA H.P.C. PROPOSED

40 16550 1X1000MM DIA H.P.C. PROPOSED

41 16760 1X1.50M SLAB CULVERT PROPOSED

42 16800 1X3M SLAB CULVERT PROPOSED

43 16930 1X1000MM DIA H.P.C. PROPOSED

Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

Chapter 11. Protective Works & Drainage

11.2 Road side drain

As the insufficient drainage of surface water leads to rapid damage of road, road side drain as shown in drawing volume has been provided particularly on the location of habitation areas i.e. not required. Sketch for a standard roadside drain should be made available, confirming to any of the sections suggested in SP:20:2002.

11.3 Protective Works

Necessary protection works consisting of closed {Insert type of pilling} piling and {Insert ballah suggested} ballah piling/ Retainig Walls/ Toe Walls{Insert type of Retaining Wall/ Toe wall} ( have been provided near pond and water bodies falling within the proposed alignment. Table 11.1 gives the chainage-wise protection works adopted

Table 11.1 List of protective works

Sl. No. Chainage Type of protective works Comments

0 0 CC Drain 50

0 0 FOR STONE PITCHING 20 100

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

Chapter 12. Specification

The “Specification for Rural Roads” published by IRC on behalf of the Ministry of Rural Development, Govt. of India has been followed.

12.2 Construction Equipment

Construction by manual means and simple tools has been considered for the project as per the guideline of NRRDA. For handling of bulk materials like spreading of aggregates in sub-base & base courses by mix-in-place method, use of motor grader & tractor-towed rotavator has been allowed in line with the schedule of rate for MMGSVY work. Compaction of all items shall be done by ordinary smooth wheeled roller if the thickness of the compacted layer does not exceed 100 mm. It is also considered that, hot mix plant of medium type & capacity with separate dryer arrangement for aggregate shall be used for bituminous surfacing work that can be easily shifted. A self-propelled or towed bitumen pressure sprayer shall be used for spraying the materials in narrow strips with a pressure hand sprayer.

Now the vibratory rollers are also being used for rapid progress.

For structural works, concrete shall be mixed in a mechanical mixer fitted with water measuring device.

The excavation shall be done manually or mechanically using suitable medium size excavators.

12.3 Construction Methods

12.3.1 Preparation for Earthwork

After setting out existing ground shall be scarified to a minimum depth of 150 mm and leveled manually and compacted with ordinary roller to receive the first layer of earthwork. In filling area, existing embankment will be generally widened on both sides as per the alignment plan. Continuous horizontal bench, each at least 300 mm wide, shall be cut on the existing slopes for bonding with the fresh embankment/ subgrade material as per Cl 301.7.

12.3.2 Embankment work

Material from borrow pits will be used for embankment construction as well as the approved material deposited at site from roadway cutting and excavation of drain & foundation may be used. Layer of the earth shall be laid in not more than 25 cm (loose) thick layers & compacted each layer of the soil up to 30 cm below the subgrade level at OMC to meet 97% of Standard Proctor Density.

Material for embankment and sub-grade shall satisfy the requirements of Table 300-1 and 300-2 as per the Specification for Rural Roads.

12.3.3 Sub-grade

Material from borrow pits will be used for construction of top 30 cm as sub-grade. Soil in these sections is quite good for road construction. Top 30 cm upto the subgrade level and shoulder at OMC to meet 100 % of Standard Proctor Density by proper control of moisture and by required compaction with a smooth wheeled roller.

12.3.4 Sub-base

Sub base material in the form of stone aggregates and sand as available in the area to be used in GSB Grade II layer.

Stone aggregates will be used in base course. 63 mm to 45 mm size (Grading 2) aggregate has been proposed for the bottom layer and 53 mm to 22.4 mm (Grading 3) size has been proposed for the top layer.

12.3.6 Shoulder

Earthen shoulder shall be constructed in layers and compacted to 100% of Proctor’s Density. First layer of shoulder shall be laid after the sub–base layer is laid. Thereafter earth layer shall be laid with base layer of pavement and compacted.

12.3.7 Surfacing

Slow setting bitumen emulsion will be applied as primer on Water Bound Macadam (WBM) layer. Emulsion shall be sprayed on surface with pressure distributor. Rapid setting bituminous emulsion shall be used for Tack coat.

Premixed carpet and mixed with equivalent viscosity grade bitumen shall be laid as surfacing course. 6 mm thick Type B seal coat is considered for sealing of the premixed carpet.

12.3.8 Structural Works

Following grades of concrete are proposed for Structural works and comply with MORD and IRC specifications:

• Concrete in superstructure of slab culvert – M-25(RCC)

• Concrete in abutment cap, dirt wall of slab culverts – M-20} (RCC)

• Concrete below abutment, return wall, headwall – M-15 (RCC)

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

Chapter 13. Analysis of Rates

Rates for various item of works of the project have been derived from the “Schedule of Rates 01/09/2014. for Road works, Culvert works & Carriage etc. CGRRDA.The rates of different items have been worked out inclusive of all labour charges, hire charges of Tools & Plants, Machineries and all other cost estimates for the item of work, overhead and contractor’s profit @ 12.5% and 1% cess on these.

13.2 Basic Rate of Material

The basic rates for stone materials & river bed materials have been taken

For bituminous materials, basic rate at (location) for equivalent viscosity grade bitumen and for emulsion the basic rate of (location) has been considered as suggested.

Basic rate of other materials like coarse & fine sand, cement are as per the latest from

Basic rate of steel materials at sub-divisional office has been considered in analysis after adding cost of carriage, loading & unloading.

13.3 Lead for Materials

For stone aggregates and sand, lead from source to work site is calculated from the district map and block level map of core network and finalizing the same in discussion with PIU. The supply of different materials to worksite is by road. Lead for bituminous & steel materials are similarly obtained using SOR.

Note : The Rates were taken from Schedule of Rates enforced from 22 Feb. 2018

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

Chapter 14. Cost Estimate

Cost Estimate of project has been arrived on the following basis

• Selection of Items of work

• Estimation of item wise quantities

• Analysis of Rates

14.2 Estimation of Quantities

All the relevant road and structure work Items will be identified as per survey, design and drawings. Following major item of works considered are given below:

• Site clearance, dismantling and earthwork

• Pavement works (GSB, WBM, Bituminous layers)

• Cross drainage structure works

• Drainage and protective works

• Utility relocation

• Road safety and furniture

• Maintenance works

Quantity of earthwork will be derived from the proposed cross section drawings. Volume of cut and fill will be obtained directly using the design package software. Quantity derived from software will be manually verified. There are same stretches of the road in cut section. The details are provided chainage wise in Table-18.1 of total cut and fill volume. The soil obtained from roadway excavation shall be used for construction of embankment and shall be paid as per item no.4. All other quantities will be computed from the drawings of finished road, miscellaneous drawings & drawings of CD Structures.

Table of cut and fill volume enclosed here.

14.3 Abstract of Cost

Unit rates will be derived by using the “Schedule of Rates for Road Works, Culvert works and Carriage etc.CGRRDA. The abstract of Cost estimate is given in the Table below.

14.4 Maintenance

Cost of Annual Maintenance for five years after completion of project will be estimated as per the PMGSY Guidelines. Different activities of ordinary repairs are done as and when.

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

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MUKHYA MANTRI GRAM SADAK & VIKAS YOJANA FORMAT F-6

DETAILED ESTIMATE FOR ROAD CONSTRUCTION

Road from :- Jhhiram Via Alengnar Urkapal Kandanar Block : Chhindgarh

Length of the Road (Kms) : 18 Km Distt : Sukma

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

SETTING OUT, CLEARING & GRUBBING & EARTH WORK

1 2.1 PMGSY 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. 1 18000.00 18.00 Per KM

2 R.E.S 01.06.15 317 (146/132) 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 1 18000.00 18000.00 m

dagbilling v shape 75mm deep (single spade) 1 18000.00 18000.00 m

3 R.E.S 02.04.12 Scarifying Existing Granular Surface to a Depth of 50 mm

Scarifying existing granular/bituminous surface upto a depth of 100 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. 1 0.00 3.000 0.00 Sqm.

4 3.2 PMGSY Compacting Original Ground / Existing Embankment

Loosening, Levelling and Compacting original ground/existing embankment/supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. 2 0.00 3.000 0.150 0.00 Cum GSB/EARTHEN 0.00 0.00

5 R.E.S 01.06.15 302 (k) (146/132) Surface Drains in Soil WBM 0.00 0.00

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. 2 #REF! 0.40 #REF!

TOTAL #REF! Cum

6 R.E.S 01.06.15 302 (k) (146/132) Excavation in Cutting in Soil by manual means with lead upto 50 m

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! #REF! Cum

For Gali Housing 1 0.00 5.00 0.35 0.00 Cum

Quntity of Widening of WBM Road 1 0.00 1.05 0.15 0.00 Cum

7 R.E.S 01.06.15 302 (k) (146/132) Construction of Embankment with Material Obtained from Roadway Cutting

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 #REF! #REF! Cum

8 R.E.S 01.06.15 302 (k) (146/132) Construction of Embankment with Material Obtained from Pits

Construction of embankment with approved material obtained from borrow pits,excluding compaction & spreading. As per EW Qty Sheet #REF! #REF! Cum.

For Lay Bye & Cumunity Purpose 2.00 60.00 10.00 1.000 1200.00 Cum. 2

9 R.E.S 01.06.15 318 One extra lead of 50 m.for 40% Qty. @19.80 (146/132)= @ 21.90 #REF! Cum

10 R.E.S 01.06.15 318 One extra lift of 1.50 m.for 20% Qty. @ 5.30(146/132)= @ 5.86 #REF! Cum

11 R.E.S 01.06.15 1904 (4) Transportation of E/w for lay bay & Community purpose lead 1.00 km. 1204.00 Cum

12 R.E.S 01.06.15 2009 Compaction of earth work 8 ton roller in 15 Cm layer (As per Qty EW) with spreading of water & excluding transporting of water. #REF! Cum.

13 R.E.S 01.06.15 1901 (1) Transporting of water excluding 200m. Initial & for each 200m lead Av. 2km. #REF! Cum.

0 Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA ) EXECUTIVE ENGINEER(RDD, CGRRDA SUKMA )

MUKHYA MANTRI GRAM SADAK & VIKAS YOJANA FORMAT F-6

ABSTRACT OF DETAILED ESTIMATE FOR ROAD CONSTRUCTION

Road from :- Jhhiram Via Alengnar Urkapal Kandanar Block : Chhindgarh

Length of the Road (Kms) :- 18 Km Distt : Sukma

S.No. SOR Item No. DESCRIPTION OF ITEMS Nos L(m) B(m) D(m) QUANTITY QUANTITY UNIT RATE (Rs.) Labour Componant Material Componant

SETTING OUT, CLEARING & GRUBBING & EARTH WORK

1 2.1 PMGSY 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. 1 18000.00 18.00 0.000 Per KM 14968.00 0.00

2 R.E.S 01.06.15 317 (146/132) 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 1 18000.00 0.00 0.000 m 0.33 0.00

dagbilling v shape 75mm deep (single spade) 1 18000.00 18000.00 0.000 m 0.33 0.00

3 3.1 PMGSY Scarifying Existing Granular Surface to a Depth of 50 mm

Scarifying existing granular/bituminous surface upto a depth of 100 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. 1 0.00 3.000 0.00 0.000 Sqm. 13.00 0.00

4 3.2 PMGSY Compacting Original Ground / Existing Embankment

Loosening, Levelling and Compacting original ground/existing embankment/supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. 2 0.00 3.000 0.150 0.00 0.000 Cum. 21.00 0.00

5 R.E.S 01.06.15 302 (k) (146/132) 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. 2 #REF! 0.40 #REF! 0.00

6 R.E.S 01.06.15 302 (k) (146/132) Excavation in Cutting in Soil by manual means with lead upto 50 m #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! 0.00 Cum. 295.54 0.00

7 R.E.S 01.06.15 302 (k) (146/132) Construction of Embankment with Material Obtained from Roadway Cutting 0.00

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 #REF! 0.000 Cum. 295.54 0.00 -

8 R.E.S 01.06.15 302 (k) (146/132) Construction of Embankment with Material Obtained from Pits #REF!

Construction of embankment with approved material obtained from borrow pits,excluding compaction & spreading. #REF! 0.000 Cum. 295.54 0.00

For Lay Bye & Cumunity Purpose 2.00 60.00 10.00 1.000 #REF! 0.00 Cum. 295.54 0.00

10 R.E.S 01.06.15 1904 (4) Transportation of E/w for lay by & Community purpose lead 1.00 km. #REF! 0.00 Cum. 89.19 0.00

11 R.E.S 01.06.15 2009 Compaction of earth work 8 ton roller in 15 Cm layer (As per Qty EW) with spreading of water & excluding transporting of water. 1700.00 0 Cum. 19.4 0.00

R.E.S 01.06.151901 (1) Transporting of water excluding 200m. Initial & for each 200m lead Av. 2km. 0 Cum. 2.2 0.00

12 a Labour for supply of driking water to working labours (4 labour for 40 labours) Total Man Days #REF! 0.00 No. 175.86 0.00

b Labour as Mate for exucution of work (2 labour for 40 labours) Total Man Days 0.00 No. 223.00 0.00

c Provision for temporary hutment/shed 0.00

d Provision for first aid/medical 0.00

e Providing & fixing of MMGSY citizen information board made of brick/stone masonary as per drawings and specification painted by standard colour as per drawing with lettering, border, heading, logo, arrows etc. including excavation, concreting painting base, border and lettering, painting cross section of road and other required details etc. complete and for photogrph as directed by Engineer-in-charge. 1.00 Lump 8000.00 0.00

Add 1% for contingency 0.00

Add 2% Work Charge Establishment 0.00

Total 0.00 0.00

Total Labour Amount 0.00 #DIV/0!

Total Material Amount 0.00 #DIV/0!

Grand Total 0.00

Say Rs. 0.00 Lacs

0 Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA ) EXECUTIVE ENGINEER(RDD, CGRRDA SUKMA )

(ii)Flexible Pavement

MUKHYA MANTRI GRAM SADAK & VIKAS YOJANA FORMAT F-2B

ROADS PROPOSED IN MMGSVY FOR RURAL CONNECTIVITY (PAVEMENT LAYERS)

DISTRICT : Sukma BLOCK: Chhindgarh

S.No. Name of Habitation Connected/Benifited New Connectivity (N)/ Upgradation (U) Facility Accessed (A/B/C/D) Road Length (KM.) Existing surface type DETAILS OF THICKNESS & COST FOR PAVEMENT ( RS. IN LACS)

FROM TO Details Setting Out, Dismantling, C & G EARTH-WORK SUB-BASE (GSB) WBM-I WBM -II WBM-III HARD-SHOLDERS& CC M-15 CC DRAIN PRIME COAT & TACK COAT SURFACE DRESSING C.C. ROAD MISC. ITEMS INC ROAD FURNITURE COST OF PUBLIC UTILITIES ADD 1% FOR CONTINGENCY TOTAL COST OF PAVEMENT [SUM OF (10) TO (22)]

N/U PMC SEAL COAT

1 Jhhiram Via Alengnar Urkapal Kandanar N D 18.000 Earthen Road Thickness - - 150 MM - 75 MM 75 MM 170 MM - - 20 MM 6 MM 200 MM - - - -

Use A - Market, B - Educational Facility, C - Health & D - Combination of all.

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA ) EXECUTIVE ENGINEER(RDD, CGRRDA SUKMA )

MUKHYA MANTRI GRAM SADAK & VIKAS YOJANA FORMAT F-6

COST ESTIMATE FOR ROAD CONSTRUCTION

Road from :- Jhhiram Via Alengnar Urkapal Kandanar Block : Chhindgarh

Length of the Road (Kms) : 18 Km Distt : Sukma

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

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.

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 18000.00 3.000 108000.00 Sqm 1.00 108000.00

Sub Total Setting Out, Clearing & Grubbing - 485190.00

3 3.2 Compacting original ground / Existing Embankment

Loosening, Levelling and Compacting original ground 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. 1 12125.00 6.00 0.15 10912.50 Cum.

4 3.8 (I) Surface Drains in Soil 10912.50 Cum. 29.00 316462.5

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. 2 9500.00 19000.00 M. 88.00 1672000.00 0.595

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

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 112845.05 112845.05 Cum. 91.00 10268899.71

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

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 #REF! #REF! Cum. 77.00 #REF!

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

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 #REF! #REF! Cum. 246.00 #REF!

8 3.12 (a) Construction of Subgrade and Earthen Shoulders 9.88 0.3 0

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. 2.75 1.375 0.3 2.5 1.25

Deduction of culvert -2 180.90 2.270 0.150 -123.193

Sub Total: - #REF! #REF! #REF!

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

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

Quantity of extra widening at Curves & Junction @ 5% 546.75

Deduction of culvert -2 180.90 4.05 0.150 -219.794

10 4.7 (ii) Water Bound Macadam with Crushable Screenings WBM Grading -2

Providing, laying, spreading and compacting mechanically crushed stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. 12125.00 3.850 0.075 3501.09

Quantity of extra widening at Curves & Junction @ 5% 175.055

Deduction for CD portion -1 126.90 3.850 0.075 -36.64

11 4.7 (iii) WBM Grading -3

Providing, laying, spreading and compacting mechanically crushed stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. 12125.00 3.750 0.075 3410.16

Quantity of extra widening at Curves & Junction @ 5% 170.508

Deduction for CD portion -1 126.90 3.750 0.075 -35.69

Sub Total GSB, WBM : - 24966495.67

12 3.12 (b) Construction of subgrade and earthen 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)

Deduction for Wideninig of CD portion -2 126.90 2.025 0.150 -77.09

13 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 12125.00 3.750 45468.75

Quantity of extra widening at Curves & Junction @ 5% 2273.44

Deduction for CD portion -1 126.90 3.750 -475.88

14 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. 12125.00 3.750 45468.75

Quantity of extra widening at Curves & Junction @ 5% 2273.44

Deduction for CD portion -1 126.90 3.750 -475.88

15 5.3 (II) 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder By Mechanical Means

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Viscocity grade (VG) Bitumen Specification as per IS 73:2006 (II) Bitumen (VG30) 12125.00 3.750 45468.75

Quantity of extra widening at Curves & Junction @ 5% 2273.44

Deduction for CD portion -1 126.90 3.750 -475.88

16 5.5 Case (II) Seal Coat By Mechanical Means

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 Type B (II) Bitumen (VG30) 12125.00 3.750 45468.75

Quantity of extra widening at Curves & Junction @ 5% 2273.44

Deduction for CD portion -1 126.90 3.750 -475.88

Sub Total Bitumen Work: - 14605290.56

PROVISION OF ROAD FURNITURE

10 9.2 A 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 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 30 0.45 0.60 8.10 Sqm 6621.00 53630.10

11 9.2 B Semi-Reflective Traffic signs more than 0.90 sqm sign board

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 11 1.20 0.90 11.88 1.08

FOR LOGO BOARD OF MMGSVY 0 0.60 0.60 0.00 8.8

12 9.14 (A) (ii) Providing and Fixing Informtory and Logo Board of MMGSVY Project (A) Providing typical MMGSVY informatory & logo board as per approved drawing & specifications, painted with enamel paint on both side of board, lettering, figuring, printing arrows, border, etc with ready mix synthetic enamel paint of superior quality in required shed & colours. PCC/RCC 1 1.00 Each 13527.00 13527.00 9.00

13 9.14 (B) Providing and Fixing Informtory and Logo Board of MMGSVY Project

Providing and fixing of typical MMGSVY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 2 2.00 Each 19249.00 38498.00

14 9.15 (A) Providing and fixing 'Citizen Information Board' of MMGSVY Project (A) Providing and fixing of typical " MMGSVY 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 6 6.00 Each 19621.00 117726.00

15 9.17 Reinforced cement concrete M15 grade Guard Stone of size 200 mm x 200mm x 800 mm fixing in position including painting and printing etc. as per drawing, Technical Specification and as per direction of Engineer in Charge. For Lay Bye (20 Nos.) 2 X 20 0.00 Each 661.00 0.00

15 9.16 Providing and Fixing MMGSY Logo Board Providing and fixing of typical " logo Board" with Logo as per MoRD specifications & drawings, 9 9.00 Each 9276.00 83484.00

TOTAL 384489.02

16 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) 3 3.00 Each 5180.00 15540.00

(ii) Ordinary Kilometer Stone (Precast) 16 16.00 Each 3072.00 49152.00

(iii) 200 m stone (precast) 72 72.00 Each 648.00 46656.00

17 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 724.00 0.00

18 9.18 Road marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface

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.)

Centre Line Marking 1.0 0.00 0.10 0.00 Sqm

For Curved And Village Portion 2 1200.00 0.10 240.00 Sqm

TOTAL 314388.00

PROTECTION WORK

19 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. 0 12.50 0.00

For Slope Portion 0.00 RM 4099.00 0.00 #REF!

b 7.18 (I) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m. (I) PCC grade M 15 (I) Nominal mix (1:2.5:5) For construction of Conctrete Drains in Village Portion & Slope Portion #REF!

For FIELD DRAIN (Concrete Blocks in End Points) 2 1.00 0.900 0.450 0.81

For Concrete Block in FIELD DRAIN (Concrete Blocks in Joints) 4 0.30 0.900 0.450 0.49

For Apron in FIELD DRAIN PORTION 2 6.00 1.000 0.300 3.60

Deduction for Pipe Portion (2X((3.14X(0.6X0.6))/4)X1) (Concrete Blocks in End Points) 0.57

Deduction for Pipe Portion (4X((3.14X(0.6X0.6))/4)X0.3) (Concrete Blocks in Joints) 0.34

TOTAL Deduction 0.90

For FIELD DRAIN in 0 Places & Slope Portion 2 7.98

c 7.10 (I) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (Nominal mix 1:3:6)

For FIELD DRAIN (in End Points) 2 1.00 1.100 0.200 0.44

For FIELD DRAIN (in Joints) 4 0.30 1.100 0.200 0.26

For FIELD DRAIN in 0 Places & Slope Portion 2 0.00 Cum 5107.00 0.00

d 7.31 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

19 7.3 (ii) Bedding for Causeway/Pipes Type B (First Class) Bedding Laying (First Class) bedding with well compacted sand, moorum or approved granular material as per Clause 1105 (ii)

20 7.6 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. (A) 600 mm dia 45 10.00 450.00 RM 4099.00 1844550.00

21 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 Retaining Wall RD 1.73

TOTAL #REF! #REF!

GRAND TOTAL #REF! #REF!

SAY #REF! LACS. #REF! #REF! 8.2 #REF!

Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA ) EXECUTIVE ENGINEER(RDD, CGRRDA SUKMA ) #REF! #REF! 0.00

#REF! #REF! #REF! #REF!

#REF! 22.49 #REF!

Earth Work Summary

Name of Road: Jhhiram Via Alengnar Urkapal Kandanar BLOCK Chhindgarh

Length of Proposed Road: 18000.00 M

a.Total Quantity of Earthwork Fill Up to Embankment 175755.15 Cu m 18

b. Total Quantity of Earthwork Cutting 112845.052 Cu m 45414 4140

(a) For Unlined Drain in Ordinary Hard Soil L Area ( Sqm) QTY

( 60% Take of Length & 100% of Quantity in Use ) 2 9500.000 0.400 0.600 4560.000 Cu m

(I) Quantity of Embankment Cutting from Volume Report 112845.052 Cu m

(II) Quantity of Embankment Excavation from Culvert & RT Wall & Field Crosing 60% USE #REF! 0.6 #REF!

(III) Quntity of Widening in BT/WBM Road (60% Use) 1 0.00 1.05 0 0.000 Cu m

(IV) Quntity of Excavation of Galli 1 0.00 3.00 0.35 0.000

(III ) Quantity of Extra Widening of Curves in cutting portion @ 3% 3385.35 Cu m

Total Quantity of Earthwork Cutting = (a+I+II+III) #REF! Cu m

(A) Quantity of Embankment Fill From Cutting 100% #REF! Cu m

VI ) Extra Quantity of Juntion portion (As per Annexure-A3) 0.00 Cu m

(B) Balance Eartwork Quantity for Embankment Construction #REF! Cu m

Transported soil 0.000 Cu m

(C) Balance Eartwork Quantity B= #REF! Cu m

Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

EARTHWORK CACULATIONS

NAME OF ROAD Jhhiram Via Alengnar Urkapal Kandanar DISTRICT Sukma

LENGTH OF ROAD 18000.00 m BLOCK Chhindgarh

Chainage Distance Cut Area Fill Area Cut Fill Cum. Cut Cum. Fill Remarks BT CC

Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

Chainage L4 L3 L2 L1 C R1 R2 R3 R4

Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

Earth Work Summary

Name of Road: Jhhiram Via Alengnar Urkapal Kandanar BLOCK Chhindgarh

Length of Proposed Road: 18000.00 M

a.Total Quantity of Earthwork Fill Up to Embankment 193055.15 Cu m 193055.15 18

b. Total Quantity of Earthwork Cutting 129345.053 Cu m 129345.052 45414 4140

(a) For Unlined Drain in Ordinary Hard Soil L Area ( Sqm) QTY

( 60% Take of Length & 100% of Quantity in Use ) 2 9500.000 0.400 0.600 4560.000 Cu m

(I) Quantity of Embankment Cutting from Volume Report 129345.053 Cu m

(II) Quantity of Embankment Excavation from Culvert & RT Wall & Field Crosing 60% USE #REF! 0.7 #REF! 4507.077 #REF!

(III) Quntity of Widening in BT/WBM Road (60% Use) 1 0.00 1.05 0 0.000 Cu m

(IV) Quntity of Excavation of Galli 1 0.00 3.00 0.35 0.000

(III ) Quantity of Extra Widening of Curves in cutting portion @ 3% 3880.35 Cu m

Total Quantity of Earthwork Cutting = (a+I+II+III) #REF! Cu m

(A) Quantity of Embankment Fill From Cutting 100% #REF! Cu m

VI ) Extra Quantity of Juntion portion (As per Annexure-A3) 0.00 Cu m

(B) Balance Eartwork Quantity for Embankment Construction #REF! Cu m

Transported soil 0.000 Cu m

(C) Balance Eartwork Quantity B= #REF! Cu m 50620.524839061 #REF!

Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

EARTHWORK CACULATIONS

NAME OF ROAD Jhhiram Via Alengnar Urkapal Kandanar DISTRICT Sukma

LENGTH OF ROAD 18000.00 m BLOCK Chhindgarh

Chainage Distance Cut Area Fill Area Cut Fill Cum. Cut Cum. Fill Remarks BT CC

Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

Chainage L4 L3 L2 L1 C R1 R2 R3 R4

1 Span x 1.50 Meter Slab Culvert

Name of road :-Jhiram Via Alengnar Urkapal To Kandanar

Sub Engineer (PIU 02, CGRRDA -Sukma) Assistant Engineer (PIU 02, CGRRDA -Sukma)

Name of road :-MRL 01 -Sukma Dantewada Road KM 7 To Phulbagadi

Sr No Chainage L Which Side

Engineer VSR Constraction Sukma Sub Engineer (PIU 02, CGRRDA -Sukma) Assistant Engineer (PIU 02, CGRRDA -Sukma)

Name of road :-MRL 01 -Sukma Dantewada Road KM 7 To Phulbagadi

Sr No Chainage L Which Side

Engineer VSR Constraction Sukma Sub Engineer (PIU 02, CGRRDA -Sukma) Assistant Engineer (PIU 02, CGRRDA -Sukma)

Name of road :-MRL 01 -Sukma Dantewada Road KM 7 To Phulbagadi

Sr No Chainage L Which Side

Engineer VSR Constraction Sukma Sub Engineer (PIU 02, CGRRDA -Sukma) Assistant Engineer (PIU 02, CGRRDA -Sukma)

Name of road :-MRL 01 -Sukma Dantewada Road KM 7 To Phulbagadi

Sr No Chainage L Which Side

Engineer VSR Constraction Sukma Sub Engineer (PIU 02, CGRRDA -Sukma) Assistant Engineer (PIU 02, CGRRDA -Sukma)

NAME OF ROAD:- Jhiram Via Alengnar Urkapal To Kandanar Road

BT Road (Existing BT Proposed) At KM 0.00 to 5.55 = 5.55 KM

ITEMS WIDTH THICKNESS

SUB GRADE … 0.000

Engineer Sub Engineer Assistant Engineer Executive Engineer

VSR CONSTRACTION PIU CGRRDA PIU CGRRDA PIU CGRRDA

Sukma Sukma Sukma Sukma

NAME OF ROAD:- Jhiram Via Alengnar Urkapal To Kandanar Road

BT Road (Profile Correction & Strengthening) At KM 5.55 to 7.55 = 2.00 KM

ITEMS WIDTH THICKNESS

SUB GRADE … 0.000

Engineer Sub Engineer Assistant Engineer Executive Engineer

VSR CONSTRACTION PIU CGRRDA PIU CGRRDA PIU CGRRDA

Sukma Sukma Sukma Sukma

NAME OF ROAD:- Jhiram Via Alengnar Urkapal To Kandanar Road

CC PAVEMENT (New Proposed)

ITEMS WIDTH THICKNESS

Engineer Sub Engineer Assistant Engineer Executive Engineer

VSR CONSTRACTION PIU CGRRDA PIU CGRRDA PIU CGRRDA

Sukma Sukma Sukma Sukma

NAME OF ROAD:- Jhiram Via Alengnar Urkapal To Kandanar Road

BT Road (New Proposed)

ITEMS WIDTH THICKNESS

Engineer Sub Engineer Assistant Engineer Executive Engineer

VSR CONSTRACTION PIU CGRRDA PIU CGRRDA PIU CGRRDA

Sukma Sukma Sukma Sukma

MUKHAYA MANTRY GRAM SADAK YOJANA (MMGSY) FORMAT F-6 Length 0

ESTIMATE OF TOE WALL 3275 3375 100

S.No. SOR No. DESCRIPTION OF ITEMS Nos L(m) B(m) D(m) QUANTITY UNIT RATE (Rs.) AMOUNT (Rs.) 4750 4800 50

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 1 #REF! 1.30 1.20 #REF! Cum 354 #REF! 6550 6600 50

2 7.10 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 (Nominal mix 1:3:6) 1 #REF! 1.30 0.2 #REF! Cum 5107 #REF! 0.700

3 7.10(ii) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II P.C.C grade M 15(Nominal mix (1:2.5:5) 1 #REF! (1.1+0.75)/2 1 #REF! Cum 5223 #REF! 0.8666666667 1.266666667

4 7.18 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 I. P.C.C grade M 15 (Nominal mix (1:2.5:5) 1 #REF! (0.75+0.4)/2 1 #REF! Cum 5387 #REF! 0.8666666667 1.266666667

5 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 #REF! - - - #REF! Nos 335 #REF! 0.6 0.7333333333

6 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material 1 #REF! (0.9+0.10)/2 1.2 #REF! Cum 1025 #REF!

Grand Total:- #REF! #REF! #REF!

Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA ) #REF! #REF! 10 #REF!

226.44 #REF! #REF!

(iii) Rigid Pavement

MUKHYA MANTRI GRAM SADAK & VIKAS YOJANA

Name of Road:- Jhhiram Via Alengnar Urkapal Kandanar

Block : Chhindgarh District : Sukma

Sr. No. Type of Culvert Nos. Unit Cost (In Lakhs) Total Amount (In Lakhs) Remark

6 6.0m X 2 span Slab Culvert 0.00 0

Dismentling Cost of Ex. Culvert 0.00

Improvement Cost of Ex. Culvert 0.000

GRAND TOTAL 365.83

Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

Tow Wall chainage

S.NO CHAIAGE FROM CHAIAGE TO LENGTH COMPLETE LENGTH SIDE PROPOSED OR EXISTING

TOTAL LENGTH 2396 536

Sub - Engineer Sub Divisional Officer

MUKHYA MANTRI GRAM SADAK & VIKAS YOJANA FORMAT F-6

Road from :- Jhhiram Via Alengnar Urkapal Kandanar Block : Chhindgarh

Length of the Road (Kms) : 18 Km Distt : Sukma

ESTIMATE OF CEMENT CONCRETE 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 302.3Chainage TO & TO TO & TO 1 0.00 0.600 0.40 0.00 Cum 91.00 0.00

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. 1 0.00 0.6 0.10 0.00 Cum 5335.00 0.00

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) X 2 = 0 1.50 1.00 0.10 0.00 Cum 4885.00 0.00

3 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)

GRAND TOTAL 0.00

#REF! Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA ) EXECUTIVE ENGINEER(RDD, CGRRDA SUKMA )

(iv) Public Utilities

MUKHYA MANTRI GRAM SADAK YOJNA

ESTIMATE FOR WAITING HALL, TOILET AND HAND PUMP (ONE UNIT)

Estimate Based SOR issued under Engineering In Chief PWD w.e.f. Dated 01.06.09

SNO SOR NO Items NO MEASUREMENT QTY Unit RATE Amount

1 1.1.1 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.In

CURTAIN WALL 1 2.00 0.30 0.45 0.27

HP PLATEFORM 1 2 2 0.2 0.8

2 3.1.3 Providing and Laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in foundation, plinth and at ground level excluding cost of form work C.C 1:3:6

CURTAIN WALL 1 2 0.3 0.2 0.12

HP PLATEFORM 1 2 2 0.15 0.60

SOAKPIT 1 1 1 0.3 0.30

3 3.4.1 Providing and placing in position RCC for roof ,beams,columns column footing lintels chhajjas,balcony , stairsetc, excluding cost of reinforcement , centring and finishing including curing CC 1:2:4 (1 cement,

PLINTH BEAM L/W 2 4.90 0.20 0.75 1.47

LINTEL BEAM L/W 2 4.90 0.20 0.20 0.39

PLINTH BEAM TOILET L/W 2 4.00 0.20 0.75 1.20

SLAB BEAM TOILET L/W 2 4.00 0.20 0.30 0.48

4 3.14.3 Providing and placing in position reinforcement for R.C.C.work including straightening, cutting, bending etc. complete as per drawings including cost of binding wire all complete. Cold twisted bar \ hot rolled deformed steel. QTY. VOLUME OF M-15 X 78.50 1855.249 Kg. 41.85 77642.19

5 2.1 Providing and fixing form work including centering, shuttering, strutting, staging propping bracing etc. complete and including its removal at all levels, folr; foundations, footing base of columns and plinth beam in any shape and size.

14 Weather shade, chhajja, cornices and mouldings

6 2.1.6 Columns,Pillars,Piers and Iikes-rectangular or square in shape

7 2.1.3 Small Iintel not exceeding 1.5m. Clear span.

8 2.1.8 Suspended floors,roofs,access platform,balconies (plain surfaces) and shelves (cost in situ)

9 7.2.2 Brick work with modular well burn clay briks of crushing strength not less than 25 kg/sqcm and water absorption not more than 20% in foundation and plinth in:

Soakpeat 4x1 1 0.2 1 0.80

10 7.2.2+7.5.1 Brick work with modular well burn clay briks of crushing strength not less than 25 kg/sqcm and water absorption not more than 20% in foundation and plinth in: cement morter 1;6 ( 1 cement ; 6 coarse send ) extra for brick work in supertructure.

deduction opening D 1x1 1.2 2.1 0.2 0.50

11 9.5.2 Steel work welded in built up section/framed work including cutting, hoisting,fixing in position in applying a priming coat of road oxide zinc chromet primer. In grating, frames, guard bar, ladder railings, brackets, gates and similar works.

Grill 4x6 1.2 28.8

Grill 2x4 0.3 2.4

12 9.1 Providing and fixing M.S. grill of approved prttern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat of red oxide zinc chromate primer.

Total 14.94 sqm

13 1.18 Provinding and filling in plinth with sand/ crusher dust and hard moorum under tloor in layer not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.

14 12.2 Cement concrete flooring with Cement concrete 1;2;4 ( 1 cement; 2 coarse; 3 graded stone aggregate 20mm) finished with a floating coat of neat cement..

12.2.2 50mm thick

15 11.2 12mm thick cement plaster of mix:

11.2.4 In cement morter 1:6 ( 1 cement : 6 fine

Insides hall parrapet 2 4.90 3.75 - 36.75

Net Total 92.67 sqm 68.400 6338.63

16 11.3 15mm thick cement plaster on the rough side of single of half brick wall of mix:

11.3.4 In cement morter 1:6 ( 1 cement : 6 fine

Total 71.52 sqm

Deduction D 1 1.2 - 2.10 2.52

Net Total 62.40 sqm 79.200 4942.08

17 14.5 Distempering with acrylic washable distemper to give an even shade.

14.5.1. On new work ( Two or more coats )

as per qty item no.21. 62.40

18 14.11 Finishing walls with water peoofing cement paint to give an even shade.

14.11.1 On new work ( Two or more coats )

as per qty item no.20. 92.67

19 14.18+14.17 Painting on new work ( Two or more coats ) to give an even shade with : applying a priming coat on steel work with red oxide zinc chromate primer.

14.18.1 Satin synthetic enamel paint ( top most approved branded quality )

Total Rs. 282864.90

Add For Sanitation @6% Rs. 16971.89

Add ForElectrification @9% Rs. 25457.84

Total 325294.63

Add For Contingencies @1% Rs. 3252.95

Add For Work Charge & Establishment@2% Rs. 6505.89

Total 335053.47

Add For Handpump Rs. 110494.00

Grand Total 445547.47

Say lacks 4.455

#REF! #REF! #REF!

(V) Cross Drainage works

S.NO CHAIAGE FROM CHAIAGE TO LENGTH COMPLETE LENGTH SIDE PROPOSED OR EXISTING

2 3750 3810 60 60 R.H.S. proposed 60

3 3810 4000 190 190 L.H.S. proposed

4 4000 4200 200 200 R.H.S. proposed

6 4975 5500 525 525 L.H.S. proposed

7 5580 5950 370 370 L.H.S. proposed

8 5950 6060 110 110 L.H.S. proposed

9 6060 6125 65 65 R.H.S. proposed

11 6900 7800 900 900 R.H.S. proposed

12 7600 7800 200 200 L.H.S. proposed

13 8480 8825 345 690 BOTH SIDE' proposed

14 9500 9650 150 150 R.H.S. proposed

TOTAL LENGTH 0 1803

#REF! Sub Divisional Officer

MUKHYA MANTRI GRAM SADAK & VIKAS YOJANA

Name of Road:- Jhhiram Via Alengnar Urkapal Kandanar

Block : Chhindgarh District : Sukma

Sr. No. Type of Culvert Nos. Unit Cost (In Lakhs) Total Amount (In Lakhs) Remark

2 1.5 m SPAN SLAB CULVERT 8 8.67 69.39

3 3.0 m SPAN SLAB CULVERT 6 10.902 65.41

4 4.0 m SPAN SLAB CULVERT 1 14.221 14.22

5 6.0m span Slab Culvert 4 25.952 103.81

6 6.0m X 2 span Slab Culvert 0.00

6 6.0 m 3SPAN SLAB CULVERT 1 43.462 43.46

Dismentling Cost of Ex. Culvert 0.00

Improvement Cost of Ex. Culvert 0.000

TOTAL 356.820 #REF!

GRAND TOTAL 356.82

Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

MUKHYA MANTRI GRAM SADAK & VIKAS 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 0.00 580.00 Cum 0

(c) Reinforced Cement Concrete

TOTAL 0.00 1463.00 Cum 0

2 2.8 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

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

TOTAL 0.00 350.00 Cum 0

3 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

(A) Upto 600 mm dia Hume Pipe 0 7.50 0.00 230.00 M 0

(B) Above 600mm to 900mm dia 0 7.50 0.00 311.00 M 0

(C) Above 900mm dia Hume pipe 0 7.50 0.00 532.00 M 0

Say Rs/-- 0.000 Lacs

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

MUKHYA MANTRI GRAM SADAK & VIKAS YOJANA

(Ministry of Rural Development, Govt. of India )

Detailed Estimate for Improvement 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 0.00 317.00 Cum 0

(c) Reinforced Cement Concrete

TOTAL 0.00 699.00 Cum 0

1 7.31 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

2 7.27 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. grade M 25 For Abutment Cap

Say Rs/-- 0.000 Lacs

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) #REF!

Chapter 15. Construction Program

Assuming that the Construction of the Batch – {Insert Batch No.} roads will start from Madagaon construction progrmme is enclosed here. This is a high rainfall area and rainy season extends from June to September. However, the construction program is based for a total working period of 12 months, considering the program set out by MoRD. Generally, dry working season of about 8 months are required for construction of PMGSY roads. However, works will be affected for the monsoon during the month June to September. It is anticipated that some activity like collection of materials, CD works etc. will continue in monsoon period also.

15.2 Realistic duration

The whole construction work completed in a year including reany season as per rural road manual.

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

CONSTRUCTION PROGRAME

Name of Road:- Jhhiram Via Alengnar Urkapal Kandanar

1 Site & Lab. Establishment

2 Site Clearence

3 Initial Survey

6 Earthen Shoulder

11 Hard Shoulder

16 Protection Work

17 Road Furniture

EXTRA QUANTITIES OF DIFFERENT ITEMS AT CURVE PORTION

Name of Road: Jhhiram Via Alengnar Urkapal Kandanar

Curve No. Curve Length Super elevation Extra width Quantity

Earth Work G.S.B. G-II G-III Primer Coat Tack Coat P.M.C. Seal Coat Sand Layer

0.00 Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

Extra Quantity of Items required near culverts (Fanning portion)

Name of Road: Jhhiram Via Alengnar Urkapal Kandanar

S. No. Span No. G.S.B. G-II G-III Primer Coat Tack Coat P.M.C. Seal Coat CC 8.18

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

Extra Quantity of Juntion portion

Name of Road: Jhhiram Via Alengnar Urkapal Kandanar Jhhiram Via Alengnar Urkapal Kandanar

S. No. Chainage Earth Work G.S.B. G-II G-III Primer Coat Tack Coat P.M.C. Seal Coat Sand Layer

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

MUKHYA MANTRI GRAM SADAK & VIKAS YOJANA

Technical Report and Specification

1 Name of work Construction of Rural Roads under M.M.G.S.Y.

2 Name of Road Jhhiram Via Alengnar Urkapal Kandanar

3 Length of road (KM) 18 Km

4 Name of Block Chhindgarh

5 Name of District Sukma

6 Estimated cost Rs. #REF! Lakh

7 Head Grant No - 30 Construction of Rural Rods Under MMGSY.

9 Gram Panchayat 0

10 Authority Panchayat & Rural Developmet Department( Govt of Chhattisgarh) Under MMGSV.

(a) Administrative sanction Government of CG.

(b) Technical Sanction S.E./C.E. MMGSY.

11 Necessity of work To provide the facilities to the villagers for transportation of their Agro products, Educations, Medical aids etc of the above village.

1 Clearing and grubbing of road land to desired width working by MMGSY

2 Earth work for Embankment is proposed. working by MMGSY

3 150 MM thick Grnular Sub Base as per 20% CBR in 4.05 M width.

4 75 MM thick WBM Grade II in 3.85 M width.

5 75 MM thick WBM Grade III in 3.75 M width.

6 Hard Shoulder in 1.875m width Both Sides./ or available width.

7 Prime Coat and Tack Coat.

8 20 mm thick Premix carpet with Seal Coat in 3.75m width in bitumen VG-30.

4 Cross Drainage works

5 Road Furnishing..

6 In the village area, since the width in available to construct 3.75m wide C.C road, the same has been provided for, provision of drains in the village area. The shoulder has been proposed as hard shoulder.

7 The CDs on the road need to be replaced with new ones. The Road is passing through open area. Hence the CDs proposed are slab culverts.& Hume pipes obtained from dismenteling of culverts, will be handed over to concerned agency.

8 The Design CBR has been taken 5% to 6%. The traffic Curve is "T4".

9 Rmps, Lay Bay base for formers, waiting hall with urinals, hand pump for drinking water facilities for villagers provided in MMGSY scheme.

10 Rates and specification The rates and specifications are based on the Schedule of Rate inforced from 22 Feb. 2018 in PMGSY & 01 June 2015 in RES. SP 72 2015

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

MUKHYA MANTRI GRAM SADAK & VIKAS YOJANA, SUKMA(C.G.)

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

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

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

For height upto 5 m

ii P.C.C grade M 15

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

Deduct pipe portion 2x1 (1.147+.733)/2 3.14/4 X1.2X1.2 -2.13

Pipe Joint portion 3 1.20 0.60 0.20 0.432

For pararpet wall 2 6.15 0.40 0.40 1.968

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 I Type A (Concrete Cradle) Bedding 3 1.27 1.53 0.20 1.166 7.94 2.42964

Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) Nominal mix (1:2:5:5) 2 1.90 1.53 0.20 1.163

6 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 4*(2.475+3.075+2.475)2*(0.6+0.95)/2*1.2

II) Sandy material 10.7

Qty. of excavation for abutment & pipe portion- 2*(5.3+6.2)/2*0.15*1.20 2.07

qty of concrete & sand bedding & volume of pipe 12.77 1025 CUM 13089.25

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

Sub-Engineer, Assistant Engineer, 316756.1894

MUKHYA MANTRI GRAM SADAK & VIKAS YOJANA, SUKMA(C.G.)

COST ESTIMATE FOR CONSTRUCTION OF 1 ROW 1200 MM DIA. HPC

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

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

For height upto 5 m

ii P.C.C grade M 15 3.7

Deduct pipe portion 2x1 (1.23+.757)/2 3.14/4 X1.4X1.4 -3.06

Pipe Joint portion 3 1.40 0.60 0.20 0.504

For pararpet wall 2 6.15 0.40 0.40 1.968

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 I Type A (Concrete Cradle) Bedding 3 1.27 1.73 0.20 1.318 7.94 2.42964

Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) Nominal mix (1:2:5:5) 2 1.90 1.73 0.20 1.315

6 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 4*(2.475+3.075+2.475)2*(0.6+0.95)/2*1.2

II) Sandy material 10.7

Qty. of excavation for abutment & pipe portion- 2*(5.3+6.2)/2*0.15*1.20 2.07

qty of concrete & sand bedding & volume of pipe 12.77 1025 CUM 13089.25

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

Consultant Sub-Engineer, Assistant Engineer, 316756.1894

MUKHYA MANTRI GRAM SADAK & VIKAS YOJANA, SUKMA(C.G.)

Detail Estimate of 1.5m span Slab Culvert

S. No. S.OR. Item No. ITEM DESCRIPTION NO L B D Quantity Rate Unit Amount in 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. 1.5 3.00 6.00 2X6 1.137 1.33666666666667 2.18666666666667

(I) Ordainery Soil (i) Upto 3 M Depth

2 7.10 (ii) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II P.C.C grade M 20(Nominal mix (1:2:4)

Abutments - Bottom Block (From Foundation NBL) 2 (9.2+7.7)/2 (1.40+2.15)/2 1.50 45.00

Wingwalls - Bottom Block (From Foundation NBL) 4 1.800 (1.30+2.05)/2 1.50 18.090

3 7.18(ii) 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 20 (Nominal mix (1:2:4)

Abutments 7.5 8.63

( Top Block (From NBL To Abutment Cap) 2 7.50 (0.7+1.20)/2 1.50 21.38 7.7

( Top Block (From NBL To Abutment Cap) 4 (1.80+2.3)/2 (0.4+1.10)/2 1.985 12.21

4 7.27 (i) Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4

Abutments Cap 2 7.50 0.70 0.20 2.10

Parapet wall 2 7.50 0.40 0.60 3.60

5 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. grade M 25 (Design Mix)

6 7.29 Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

For Cap beam & dirt wall

Distribution bar - 10 mm dia@ 160 mm c/c 1 20 7.62 0.617 94.03

Top - longitudinal bar - 10 mm dia@300 mm c/c 1 6 7.62 0.617 28.21 2.54

Top - Transerves bar - 10 mm dia@300 mm c/c 1 26 2.220 0.617 35.61

7 7.31 Providing and laying cement concrete wearing course M-30 grade including reinforcement complete as per drawing and technical specification. For Slab 1 2.9 7.5 0.075 1.631 12,727.0 CUM 20761

13 7.24 Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.

8 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 20 20.00 335.0 Nos. 6700 260 100 20.00 40 420.00 140,700.00

9 7.41 Filler Joint (II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications 2 7.50 15.00 431.0 RM 6465 195 60 12.00 36 303.00 130,593.00

9 7.35 Drainage spouts complete as per drawing and technical specifications Clause 1209 0 1.00 0.00 2,285.0 Nos. 0 0 0 4.00 16 20.00 45,700.00

10 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material

Top Block - Behind abutment & wing wall 2 (5.10+6.7)/2 (1.80+2.30)/2 1.67 40.28

deduct filter media -4.32

11 10.5 (i) Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302

I. Stone/Boulder 0 3.00 1.50 0.23 0.00 2,002.0 Cum 0 0 0 0.00 #REF! #REF! #REF!

12 10.6 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

Say Rs/- 8.67 Lacs #REF!

Sub-Engineer, Assistant Engineer, 2600 7.225

MUKHYA MANTRI GRAM SADAK & VIKAS YOJANA, SUKMA(C.G.)

Detail Estimate of 3.0m span Slab Culvert

S. No. S.OR. Item No. ITEM DESCRIPTION NO L B D Quantity Rate Unit Amount in 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. 7.50 1.633 2.933 10.1

(I) Ordainery Soil (i) Upto 3 M Depth 9.00 1.500 2.800 1.667

3 7.10 (ii) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II P.C.C grade M 15(Nominal mix (1:2.5:5)

Abutments - Foundation PCC 2 9.50 2.850 0.30 16.25

Abutments - Bottom Block (From Foundation NBL) 2 (9.2+7.70)/2 (1.80+2.55)/2 1.50 55.14

Wingwalls - Foundation PCC 4 1.500 2.45 0.30 4.41

Wingwalls - Bottom Block (From Foundation NBL) 4 1.400 (1.40+2.15)/2 1.50 14.91

4 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) 156.40

( Top Block (From NBL To Abutment Cap) 2 7.50 (0.7+1.60)/2 1.80 31.05 1.6

( Top Block (From NBL To Abutment Cap) 4 (1.40+2.3)/2 (0.4+1.20)/2 2.38 14.06

5 7.27 (i) Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4

Abutments Cap 2 7.50 0.70 0.20 2.10

For Parapet wall 2 4.40 0.40 0.600 2.11

6 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. grade M 25 (Design Mix)

7 7.29 Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

For Cap beam & dirt wall

Striups - 8mm dia@ 150 mm c/c 2 51 2.72 0.395 109.59

Distribution bar - 10 mm dia 2 17 7.42 0.617 155.66

Distribution bar - 10 mm dia@ 175 mm c/c 1 29 7.82 0.617 139.92

Top - longitudinal bar - 10 mm dia@250 mm c/c 1 11 7.82 0.617 53.07

Top - Transerves bar - 10 mm dia@250 mm c/c 1 31 3.920 0.617 74.98

8 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 32 32.00 335.0 Nos. 10720

9 7.41 Filler Joint (II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications 2 7.50 15.00 431.0 RM 6465

11 7.31 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 1 4.40 7.50 0.075 2.48 12,727.0 CUM 31499

12 7.24 Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.

11 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material

Top Block - Behind abutment & wing wall 2 (4.30+6.70)/2 (1.40+2.30)/2 2.425 49.35

Deduct filter media -6.91

Say Rs/- 10.90 Lacs

Sub Engineer (PIU 02, CGRRDA -Sukma) Assistant Engineer (PIU 02, CGRRDA -Sukma)

MUKHYA MANTRI GRAM SADAK & VIKAS YOJANA, SUKMA(C.G.)

Detail Estimate of 4.0m span Slab Culvert

S. No. S.OR. Item No. ITEM DESCRIPTION NO L B D Quantity Rate Unit Amount in 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. 7.50 1.633 2.933 10.1

(I) Ordainery Soil (i) Upto 3 M Depth 9.00 1.500 2.800 1.667

3 7.10 (ii) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II P.C.C grade M 15(Nominal mix (1:2.5:5) apron

Abutments - Foundation PCC 2 9.50 2.750 0.30 15.68 base

Abutments - Bottom Block (From Foundation NBL) 2 (9.2+7.7)/2 (1.70+2.45)/2 1.50 52.60

Wingwalls - Foundation PCC 4 2.50 2.65 0.30 7.95

Wingwalls - Bottom Block (From Foundation NBL) 4 2.40 (1.60+2.35)/2 1.50 28.44

curtain Wall - Foundation PCC 1 2.00 1.00 0.30 0.60

Curtain Wall - Bottom Block (From Foundation NBL) 1 (3.80+2.20)/2 (0.4+0.70)/2 1.50 2.48

4 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) 205.75

( Top Block (From NBL To Abutment Cap) 2 7.50 (0.70+1.50)/2 2.40 39.60

( Top Block (From NBL To Abutment Cap) 4 (2.40+3.3)/2 (0.40+1.40)/2 3.05 31.24

5 7.27 (i) Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4

Abutments Cap 2 7.50 0.70 0.20 2.10

For Parapet wall 2 4.80 0.40 0.40 1.54

6 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. grade M 25 (Design Mix)

7 7.29 Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

For Cap beam & dirt wall

Striups - 8mm dia@ 150 mm c/c 2 51 2.76 0.395 111.20

Distribution bar - 12 mm dia@ 200 mm c/c 1 32 7.82 0.888 222.21

Top - longitudinal bar - 10 mm dia@250 mm c/c 1 16 7.82 0.617 77.20

Top - Transerves bar - 10 mm dia@250 mm c/c 1 31 5.12 0.617 97.93

8 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 32 32.00 335.0 Nos. 10720

9 7.41 Filler Joint (II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications 2 7.50 15.00 431.0 RM 6465

11 7.31 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 1 5.40 7.50 0.075 3.04 12,727.0 CUM 38658

12 7.24 Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.

11 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material

Top Block - Behind abutment & wing wall 2 (4.433+6.70)/2 (1.767+2.30)/2 2.725 61.69

Deduct filter media -6.91

Say Rs/- 14.22 Lacs

Sub Engineer (PIU 02, CGRRDA -Sukma) Assistant Engineer (PIU 02, CGRRDA -Sukma)

MUKHYA MANTRI GRAM SADAK & VIKAS YOJANA,JAGDALPUR

Detail Estimate of 6.0m span Slab Culvert

S. No. S.OR. Item No. ITEM DESCRIPTION NO L B D Quantity Rate Unit Amount in 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) Ordainery Soil (i) Upto 3 M Depth

4 7.10 (ii) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II P.C.C grade M 15(Nominal mix (1:2.5:5)

Abutments - Foundation PCC 2 10.60 3.55 0.30 22.58

Abutments - Bottom Block (From Foundation NBL) 2 (8.4+10.40)/2 (3.35+2.35)/2 2.00 107.16 6.90 8.10

Wingwalls - Foundation PCC 4 2.85 3.30 0.30 11.29 0.90 2.10

Wingwalls - Bottom Block (From Foundation NBL) 4 2.85 (3.10+2.10)/2 2.00 59.28 8.40 9.60

5 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)

Abutments 0.7 7.5

( Top Block (From NBL To Abutment Cap) 2 (8.20+7.50)/2 (0.80+2.15)/2 2.70 62.53 1.154 8.2

Wingwalls 0.346 162000

6 7.27 (i) Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4

Abutments Cap 2 7.50 0.80 0.20 2.40

Parapet Wall 2 7.60 0.40 0.60 3.65

7 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. grade M 25 (Design Mix)

8 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 51 3.18 0.395 128.12

Distribution bar - 12 mm dia 2 19 7.42 0.888 250.38

Distribution bar - 12 mm dia@ 150 mm c/c 1 63 7.82 0.888 437.48

Top - longitudinal bar - 10 mm dia@250 mm c/c 1 26 7.82 0.617 125.45

Top - Transerves bar - 10 mm dia@250 mm c/c 1 31 7.320 0.617 140.01

Surface Reinforcement for - Abutment & wing wall @ 5kg/sqm 2 34.66 4.400 5.00 1525.04

9 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 32 32.00 335.0 Nos. 10720

11 7.35 Drainage spouts complete as per drawing and technical specifications Clause 1209 2 1.00 2.00 2,115.0 Nos. 4230

13 7.31 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

14 7.24 Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.

12 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material

Top Block - Behind abutment & wing wall 2 (2.8+5.2)/2 (3.30+4.30)/2 3.14 95.30 8.5

deduct filter media -6.91

Say Rs/- 25.952 Lacs

Sub-Engineer, Assistant Engineer,

MUKHYA MANTRI GRAM SADAK & VIKAS YOJANA, SUKMA(C.G.)

Detail Estimate of 3 X 6.0m span Slab Culvert

S. No. S.OR. Item No. ITEM DESCRIPTION NO L B D Quantity Rate Unit Amount in 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 a

(I) Ordainery Soil (i) Upto 3 M Depth

Abutments 2 10.83 4.50 2.00 194.94 pier 46*3.1 retaining 13*4.3

4 7.10 (ii) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II P.C.C grade M 15(Nominal mix (1:2.5:5) 5.555 4.8 4.107 3.40

Abutments - Foundation PCC 2 10.83 4.50 0.20 19.49 0.5555 3.4 10.90 1.8

Abutments - Bottom Block (From Foundation NBL) 2 (8.83+10.63)/2 (4.30+3.40)/2 1.80 134.86 8.40 8.811 4.5

Wingwalls - Foundation PCC 4 1.80 4.15 0.20 5.98 9.60 10.611

Wingwalls - Bottom Block (From Foundation NBL) 4 1.80 (3.05+3.95)/2 1.80 45.36 10.811

Pier - Foundation PCC 1 10.90 3.40 0.20 7.41 #REF! #REF!

Pier - Bottom Block (From Foundation NBL) 1 (10.70+8.90)/2 (1.40+3.20)/2 1.80 40.57 #REF!

Nala Bed(Abutment to Pier) 2 5.20 7.70 0.30 24.02

Nala Bed(Pier to Pier) 1 6.00 7.70 0.30 13.86

5 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)

Wingwalls 2.8505 3.05 1.8

( Top Block (From NBL To Abutment Cap) 4 (1.80+4.20)/2 (0.40+2.85)/2 5.655 110.270 0.5652

( Top Block (From NBL To Abutment Cap) 2 7.50 1.20 4.80 86.400

Pier Semi Circle (From NBL To Piers Cap) 4 0.565 4.80 10.852

6 7.27 (i) Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4

Abutments Cap 2 7.50 0.80 0.30 3.600

Pier Cap Semi cIrcle portion 4 0.565 0.30 0.678

7 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. grade M 25 (Design Mix)

8 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

Distribution bar - 12 mm dia 2 22 7.42 0.888 289.91 22

Distribution bar - 12 mm dia 2 20 8.62 0.888 306.18

for slab(Abutment to Piers) Main bar - 20mm dia@ 115 mm c/c 1 66 7.52 2.47

Main bar - 20mm dia@ 115 mm c/c 2 66 7.62 2.470 2484.42 4 Distribution bar - 12 mm dia@ 150 mm c/c 1 63 7.82 0.888

Distribution bar - 12 mm dia@ 150 mm c/c 2 63 7.82 0.888 874.96 Top - longitudinal bar - 10 mm dia@250 mm c/c 1 26 7.82 0.617

Top - longitudinal bar - 10 mm dia@300 mm c/c 2 26 7.82 0.617 250.90 Top - Transerves bar - 10 mm dia@250 mm c/c 1 31 7.32 0.617

Top - Transerves bar - 10 mm dia@300 mm c/c 2 31 7.420 0.617 283.84 17.64

for slab(Piers to Piers)

Main bar - 20mm dia@ 115 mm c/c 1 66 7.72 2.470 1258.51 4 Distribution bar - 12 mm dia@ 150 mm c/c 1 63 7.82 0.888

Distribution bar - 12 mm dia@ 150 mm c/c 1 63 7.82 0.888 437.48 Top - longitudinal bar - 10 mm dia@250 mm c/c 1 26 7.82 0.617

Top - longitudinal bar - 10 mm dia@300 mm c/c 1 26 7.82 0.617 125.45 Top - Transerves bar - 10 mm dia@250 mm c/c 1 31 7.32 0.617

Top - Transerves bar - 10 mm dia@300 mm c/c 1 31 7.520 0.617 143.84 17.64

Surface Reinforcement for - Abutment & wing wall & Piers @8kg/cum 19.88

Qnty.Taken Top Block & Bottom Block & Parapet Wall 593.34 8.00 4746.70 7.500 1.567 3.092 10.55 2.892 1.367

9 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 drawin 66 66.00 335.0 Nos. 22110

10 7.41 Filler Joint (II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications 4 7.50 30.00 431.0 RM 12930

11 7.35 Drainage spouts complete as per drawing and technical specifications Clause 1209 3 2.00 6.00 2,115.0 Nos. 12690

11 7.31 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

13 7.24 Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.

12 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material

Top Block - Behind abutment & wing wall 2 (1.8+4.20)/2 (2.93+6.50)/2 5.335 150.93 10.9 3.4 0.2

Say Rs/- 56.49 Lacs

Sub-Engineer, Assistant Engineer,

MUKHYA MANTRI GRAM SADAK & VIKAS YOJANA

Summary Sheet of Existing Road

Road Name : Jhhiram Via Alengnar Urkapal Kandanar Block Chhindgarh

Length : 18.000 Km District Sukma

Sr. No. Chainage Road crust Total Crust Available Width of Crust (in M) Width of road up to Shoulder (in M) Condition of road Proposal 1 0 1537 - 0.04 0.05 0.05 0.14 3.0 6.00 WBM New Constrution.

From To G-III G-II G-I M-30

(M) (M) (in m) (in m) (in m) (in m) (in m)

1 0 18000.00 0 0.00 0 0 0.00 3.0 5.00 Earthen Road New Construction UPGRADATION

2 1530 1660.00 0 0.00 0 0.2 0.20 3.5 5.00 CC Road Damage 2 1000 4000 - - - - - - 4.30 Earthen Road New Construction

3 1500 1650 0 0.04 0 0 0.04 3.0 5.00 WBM Road New Construction

3 1660 1700.00 0 0.00 0 0 0.00 3.0 5.00 Earthen Road New Construction

From Ch 0 TO 2500m WBM Road which is proposed UPGRADATION .

& Ch 1000 TO 4000 m there is Earthen Road, Which is proposed for new constrution.

Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

MUKHYA MANTRI GRAM SADAK & VIKAS YOJANA

PRINCIPAL FEATURES

GRAM PANCHAYAT. 0

Road Name Jhhiram Via Alengnar Urkapal Kandanar

District : Sukma

Block : Chhindgarh

Flexible Pavement (BT) - 12.125 Km

Rigid Pavement (Concrete) 5.875 Km

New CD Proposed #REF! (a) Hume Pipe Culvert 18

(b) Slab Culvert 21

Traffic Classification Curve T 4

FLEXIBLE PAVEMENT

Chainage Length (in M) Design CBR Selected Soil (in mm) GSB (in mm) G-II (in mm) G-III (in mm) PMC + Seal Coat (in mm) REMARK

0 12125 12125 5% TO 6% 0 150 75 75 20 New Construction

5% TO 6% 0 150 75 75 20 New Construction

5% TO 6% 0 150 75 75 20 New Construction

5% TO 6% 0 150 75 75 20 New Construction

5% TO 6% 150 75 75 20 New Construction

Total:- 12125.00

Chainage Length (in M) Remark GSB (in mm) Width CC M-30 Grade (in mm)

S.No. Length (in M) Remark Sand Drainage Layer (in mm) GSB (in mm) Width CC M-30 Grade (in mm)

Gali No. 1 0 VILLAGE 0 150 #REF! #REF!

Gali No. 2 0 VILLAGE 0 150 #REF! #REF!

Gali No. 3 p 150 #REF! #REF!

Gali No. 4 0 150 #REF! #REF!

Gali No. 5 0 150 #REF! #REF!

Gali No. 6 0 150 #REF! #REF!

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA )

GENRAL ABASTRACT

Name of Road-: Jhhiram Via Alengnar Urkapal Kandanar

Vidhan sabha-: B.T. 12.13 K.M.

Block-: Chhindgarh C.C 5.88 K.M.

Total Length-: 18.00 K.M. Existing Road length K.M.

S. No.. Particular of work Quantity Unit Amount per km cost (in lakhs) Remark

Part A MGNREGA Work cost 0

Part B Construction

1 Site clearance & setting out 4.85 485190.00

3 profile correction

5 other earth work item #REF! #REF!

5 Flexible pavement (Crust & shoulder) KM #REF! #REF!

6 Rigid pavement (Crust & shoulder)

7 Drain along with Flexible pavement

8 CC Drain along with Rigid pavement

Protection Work

9 Retaining wall

11 Pitching ,etc

12 Field Crossing 36 NO 19.60 1959644.25

13 Road Futrniture 6.99 698877.02

14 Speed breakers

15 C.D. Work (add as per site condition )

I HPC 1#1000 mm dia 18 NO 59.76 3.32

II 1.50 M SPAN SC 8 NO 60.56 7.57

III 3.0M SPAN SC 6 NO 49.38 8.23

IV 6.00 Span slab culvert 4 NO 77.88 19.47

V 2x6.00 Span slab culvert 2 NO 52.66 26.33

V.C.W…..Row of 1000mm Dia

Total-cost of CD 300.24

(A) Cost of part B #REF! #REF!

(B) 12% GST on cost of part B #REF! #REF!

(C) Total cost Part B #REF!

PART C Maintenance Part

(D) Maintenance for Five year @4.10 lacs/km 25.20

(E) 12% GST on Maintenace 3.02 #REF!

(F) Maintenance cost including GST 12% 28.22

Total Cost [Construction+maintenance,{( C ) + (F)}] #REF!

PART D DPR - Copy consultancy charges,utility shifting & other Non SOR item #REF! #REF!

PART E 1% contingency only on cost partB (excluding GST) #REF!

Total Cost of DPR - Copy {partA+PartB+PartC+PartD+Part E} #REF!

Executive Engineer

MUKHYA MANTRY GRAM SADAK YOJANA

GENRAL ABSTRACT

Name of Road :- Jhhiram Via Alengnar Urkapal Kandanar

Block:- Chhindgarh

Sr. No. Particular of work Quantity Unit Amount in Lacs Per Km cost (in lakhs Remark BT

1 Bituminous Road #REF!

a Flexible pavement 12.125 KM #REF! #REF! #REF!

b Drain along with Flexible pavement KM 0.00 #REF!

Total - 1 (a+b) KM #REF!

a Rigid pavement 5.875 KM 330.04 56.18 cc

b CC Drain along with Rigid pavement 5.875 KM 0.00 0.00 3.30038594

3 C.D. Work (as per site Condition) 36 No. 299.14

Total - 3 299.14

4 Protection Work (Tow Wall) #REF! #REF!

5 Field Crossing 450mm dia & 600mm dia 45 No. 19.60 0.44 #REF!

6 Road Furniture 6.99 #REF!

7 Consultancy charges #REF!

A Total Cost (1+2+3+4+5+6+7) #REF!

B Add 1% for contingency (Total cost A) #REF!

C MGNREGA Cost 18.00 Km 0.00 0.00

D Maintanance Cost @ 4.10 Lacs Per K.M. 18.00 Km 73.80 4.10

G- Total (A+B+C+D) #REF!

Add 12% GST #REF!

Sub Engineer (RDD, CGRRDA Kawardha ) Assistant Engineer (RDD, CGRRDA Kawardha ) EXECUTIVE ENGINEER (RDD, CGRRDA Kawardha )

MUKHYA MANTRI GRAM SADAK & VIKAS YOJANA

Maintenance of Road

Road Name Jhhiram Via Alengnar Urkapal Kandanar District sukma

Length 18.000 Km

Block Chhindgarh

Description of Item

Amount Required for maintenance of Road for five years after completion of Project. Length of Road (KM) Rate(Rs) Amount (Rs)

Total Amount 2520000.00 140000.00

Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA ) 7.875

Jhhiram Via Alengnar Urkapal Kandanar

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 1354.06

, % 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-

MUKHYA MANTRI GRAM SADAK & VIKAS YOJANA FORMAT F-1

Name of Road : Jhhiram Via Alengnar Urkapal Kandanar SUMMARY SHEET

Name of the Block TOTAL No. OF HABITATIONS Unconnected Habitation / VILLAGES

Chhindgarh DISTRICT Sukma

Type of Proposal No. of Road Total length of road (KM.) No. of New CD Structures Improvement Of CD Estimated Cost (Rs. in LAKHS) No. of Unconnected Habitation Connected / Connected Habitation Benefited

Pavement from format F-2A CD Structure from format F-2B TOTAL [(5) + (6)]

New Proposal 1.00 18.000 39 0 #REF! 302.13 #REF! 1

Cost of Pavement Per KM = #REF! Lacs

Cost of CD Per KM = 16.78 Lacs

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA ) EXECUTIVE ENGINEER(RDD, CGRRDA SUKMA )

MUKHYA MANTRI GRAM SADAK & VIKAS YOJANA Format F-2A

ROADS PROPOSED IN MMGSY FOR RURAL CONNECTIVITY (CROSS DRAINAGE STRUCTURES)

DISTRICT: Sukma BLOCK Chhindgarh GRAM PANCHAYAT. :- 0

S.No. Name of Road NEW CONST./ UPGRADATION Road length (Km.) EXISTING CD STRUCTURE BY TYPE DETAILS OF PROPOSED CD STRUCTURE BY TYPE ADD 1% FOR CONTINGENCY TOTAL COST OF PROPOSED CD STRUCTURES TOTAL COST OF PAVEMENT FROM FORMAT F-2A TOTAL COST OF THE ROAD [(26) + (27)]

HUME PIPE CULVERT/SLAB CULVERT BOX / ARCH CULVERT MINOR BRIDGE/ CAUSE WAYS HUME PIPE CULVERT BOX / ARCH CULVERT VENTED CAUSE WAY SLAB CULVERT

No. TYPE No. Length No. Length #REF! #REF! (2x2) 2 Unit (2X2)3 Unit 3 ROW VCW 1000mm f 15 Row VCW 1000 mm 1.5 m Span Slab Cul 3.0 m Span Slab Cul 6.0 m Span Slab Cul Dismentling 6.0 X 2 m Span Slab Cul

1 Jhhiram Via Alengnar Urkapal Kandanar N 18.000 8 HPC Prop. Nos. 18 8 6 4 0 0 183.39

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA ) EXECUTIVE ENGINEER(RDD, CGRRDA SUKMA )

MUKHYA MANTRI GRAM SADAK & VIKAS YOJANA

Package Summary

Gram Panchayat 0 State: CG Distrct: Sukma

Sl. No. Name of the Block Name of the Road Type of Proposal Proposed length Cost of Pavement No.of CD Works Cost of CD Works Total estimated Cost Average Cost per Km

From To * N/U Km Rs.(Lakh) Nos Rs.(Lakh) Rs.(Lakh) Rs.(Lakh)

1 Chhindgarh Jhhiram Via Alengnar Urkapal Kandanar N 18.000 #REF! 39 302.13 #REF! #REF!

Total Estimated cost of the Package: Rs Lacs

* N-New Connectivity U-Up gradation

Prepared By: Signature:

Name: Technical Scrutiny Signature:

Designation: done by: Name:

Checked by: Signature: Coordinator: Signature:

Name: STA Name:

Scrutinized By: Signature:

RURAL INFASTRUCTURE DEVELOPEMNT FUND

ROAD PROJECT APPRAISAL REPORT

1 Name of the project : Jhhiram Via Alengnar Urkapal Kandanar

2 Project Location : District : Sukma

Tahsil : Chhindgarh

Block : Chhindgarh

Distance from the district :

Headquarters of the nearest end (km.) :

3 Financial Deptt. Reference

Letter No. : Date : Sr. No. :

Grant No. : (Tribal/ Special component/General)

4 Length of Road From: Jhhiram Via Alengnar Km. 0

To: Urkapal Kandanar Km. 18.00

Total length: Km. 18.00

5 Category of Road : Village road/Other District road/ Major district Road/Sate highway VR

6 Project status : On going / New work New

7 Implementing Agency : Zone : Raipur

Circle : Rajnandgaon

Division : Kawardha

Subdivision : -

8 Details of Administrative Approval :-

9 Details of Technical sanction :- Rs.:

10 Budget Item No. 2017-18 No. -

Budget Provision for 2017-18 Rs. :

11 Year of Commencement Rs. :

12 Revised update cost Rs. : #REF! LACS

13 Expenditure upto March 2017 Rs. : Nil

14 Financial Achievement upto March 2017 NIL

15 Balance Cost. #REF! LACS

16 Year wise Assistance Required for complection of project :-

Sno. Year Amount (in Lacs Rs.)

b. 2020-21 #REF! LACS

17 Details of Connectivity of the proposed road with existing transportation system:-

Whether the road connects with urban center/ marketing center/ other road

i) End A : Other road

ii) End B : Other road

Name of the Urban Center/Marketing Center/ Other road connected

i) End A : Jhhiram Via Alengnar

ii) End B : Urkapal Kandanar

If connects other road give following particulars

- Category of the road

(VR/ODR/MDR) VR

- Status of the road (class I/II) class I

- Category of the road

(VR/ODR/MDR) VR

- Status of the road (class I/II) class II

18 Technical details:-

Sno. Item Existing Proposed Increase Reasons for Deviation if any

1 Road way width (m) 5.00 7.5 2.50 -

2 Carriage way width (m) 3 3.75 0.75

3 Thickness (m.)

a. Sub grade 0 0 0

b. Sub base 0 0.15 0.15

Grade III 0 0.075 0.075

19 Project Physical details :-

Sno. Items Unit Total Physical Work Progress upto March 20

Qty. Amt. (Rs. In Lacs) Qty. Amt. (Rs. In Lacs)

1 Land Acquisition Ha. Not Req.

2 Sub Grade/ formation Km. nil nil nil nil

4 WBM – Grade I Km.

Grade II (1coat) Km.

Grade II (2coat) Km.

5 B.T. i/c hard shoulder Km.

6 Fixed Item viz. Meterage, stones, Boundary stones, Signage, arboriculture, Land scaping, drains, stone paving etc. L.S.

7 CD work Nos. nil nil nil nil

8 Canal/Ray. Crossing (specify) NIL

Details of CD works

1 R.C.C. bridge - 0

2 H.P. culvert - 8

20 Details of Balance works :-

Sno. Items Unit Total Physical Work Progress upto March 20

Qty. Amt. (Rs. In Lacs) Qty. Amt. (Rs. In Lacs)

1 Land Acquisition Ha. Not Req.

2 Sub Grade/ formation Km. 18 KM #REF! nil nil

4 WBM – Grade I Km.

Grade II (1coat) Km.

Grade II (2coat) Km.

5 B.T. i/c hard shoulder Km.

6 Fixed Item viz. Meterage, stones, Boundary stones, Signage, arboriculture, Land scaping, drains, stone paving etc. L.S.

7 CD work Nos. 39 0.00 nil nil

8 Canal/Ray. Crossing (specify) NIL

Details of CD works

1 R.C.C. bridge - 18

2 H.P. culvert - 18

21 Total Cost/ Km. Rs. #REF! Lacs

If the Cost is higher/lower

Than Rs. …… lacs/km. reasons

For the same with details.

22 Whether any alternate class 1 road available

Connecting two ends of the road. Yes No.

23 if yes, provide following information

(i) Name of the road. :

(ii) Length between the two points

Through the alternate rout

(i) Net reduction in distance

(Length of alternate rout-length of The proposed road)

Note:- Provide index plan of the alternate rout.

24 Boulenecks faced/being faced in

Implementation related with : (a) Land Acquisition NA

(b) Contractual litigation NA

(c) forest / Environment clearance NA

(d) Railway permission for crossing NA

(e) Others, if any NA

25 Weather any irrigation tank project is located

Down stream, if so,

(ii) Likelihood of road coming under submergence

26 Any other information relevant to the project Yes No.

27 The road project would provide benefits of connectivity to

Sno. Particulars No. Total

b Market yard/Godowns 1

c Cold Storage -

d Schools and Collages 1

e Hospital and dispensaries -

f Railway Station and bus Satation -

g Population benefitted ad per the latest census 0 0 112 112

h Area benefitted (ha.) 0 401.12 398.27 799.39

28 Actual Vehicular traffic/Day :

(as per table I) Stage- II Estimate

29 Total Farm Incom :

(as per Table 3) Stage- II Estimate

30 Annual Maintenance Cost : 1.40 Lacs

31 Special Justification/benefits of the project : -

32 Remarks, if any : -

Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA ) EXECUTIVE ENGINEER(RDD, CGRRDA SUKMA )

TABLE NO. 1 Actual Vehicular Traffic / Day.

Sno. Vehicle Type No. of pass/day Conversion factor Standard Passenger Car Unit (PCU)

2 Cycle rickshaws 0 1.5 0

3 Handcart 0 3 0

4 Hors drawn vehicle 2 4 7

5 Bullock cart 2 8 13

6 Motor cycle/scooter 263 0.5 132

7 Passenger car/ pickup/ Autorickshaw 193 1 193

8 Agriculture tractor/ LVC 62 1 62

9 Truck or bus 27 3 81

10 Truck-Trailar/ Agricultural tractor - trailer 56 3 169

TOTAL PCU MOTORISED VEHICLE 602

TOTAL PCU NON MOTORISED VEHICLE 387

Sub Engineer (RDD, CGRRDA SUKMA ) EXECUTIVE ENGINEER(RDD, CGRRDA SUKMA )

1 Certificate that in respect of the proposed Road, the physical assets created prior to 31.03.2017 As indicated under item No. 19 of the proposal are in existence and an amount of Rs. NIL Lakhs has been spent on the project upto 31.03.2017.

2 It is further certificate that in completion of the balance items as proposed under item No. 20 of the project proposal, the road will be completed in all respects all the required cross drainage works ( i.e. minor, medium and major)

3 Certificate that the Kilometers proposed for black topping have not been block topped earlier.

4 Certificate that a minimum metal thickness of 150 mm will be ensured before laying B.T. Carpet.

5 It is certified that no length of road included in this project has been covered in any scheme such as Pradhan Mantri Gram Sadak Yojana, Mandi Cess Road, Central Fund etc.

Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA ) EXECUTIVE ENGINEER(RDD, CGRRDA SUKMA )

TECHINAL PROJECT REPORT

This Project reports should contain information under the Following heads

1 Preliminary :s

a. Nature OF work and as broad sceps Jhhiram Via Alengnar Urkapal Kandanar

b. Authority And plan Provision Chhattisgarh

c. History, Geography Climates etc. The Road was last worked upon in the year 2006 The Max. & Min Temp are 9° C & 47°C .

d. Necessity To Fecilitate easy movement of Agriculture produce and aproach to Hospital & School.

2 Road Features :

a. Route Selection Existing

b. Alignment Existing

c. Environmental Factor Nill

d. Road land Roadways Carriage way and other cross-section elements Enclosed

including crust thickness . Existing and proposed

e Traffic Stage -II Estimate

3 Road Design and specification :

a. Road design Typical Cross - Section Enclosed

b. Pavement design Typical Cross - Section Enclosed

c. Masonry work ( Other than CD's ) As Enclosed

like retaining walls breast walls

pitching parapet walls railing etc.

4 Drainage Facilities

a. Investigation carried out Nil

b. Details of surface and sub surface drainage Nil

c. Special measure , if any Nil

d. Improvements to existing CD Structure Nil

e. Standard Design adopted IRC Specifications

5 Requirement and availability of materials labour and Equipments Local

a. Provision made over and SOR adopted with reason C.E CGRRDA Raipur (CG) SOR w.ef 01/09/2014

b. Provision for escalation if any No

7 Special mentions:

a. Whether any Railways level crossing existing if yes No

Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA ) EXECUTIVE ENGINEER(RDD, CGRRDA SUKMA )

CHECK LIST FOR SUMITING PROJECTS

PROPOSALS FOR FINANCE UNDER R.I.D.F. WITH NABARD

FOR APPRAISAL REPORT

1 Whether complete details in appraisal report. Filled properly and no. column left blank particularity the following detaila. Yes No.

a) Whether F.D. reference No. and date S NO. Is enclosed Yes No

b) Whether category of road i.e. VR/ORD/MDR, etc is mentioned Yes No

c) Whether the budget item No. and Budget provision for current financial year is mentioned Yes No

d) Whether date of start of work is entered Yes No

e) Whether technical details are properly entered Yes No

f) Whether the column of Total work, work to be done and balance work is filled properly K.M. wise, quaintly-wish and amount wish. Yes No

g) Whether all CD’s listed out and categorized Yes No

h) Whether prescribed in appraisal report is given. Yes No

i) Whether the tables prescribed are properly filled (Table-1), Table-2 & Table-3 of appraisal report Yes No

FOR INDEX MAP AND KEY MAP

2 Whether proposal is marked on the index map and key map with details required connectivity is shown clearly, N.H. is marked in yellow colour, SH is marked in Green colour. MDR in Red colour and ODR, VR with black colour in double line particularly the following: Yes No

a) Whether other WBM & BT roads are marked on the maps. Yes No

b) Whether other the railway crossing (manned & unmanned) are marked. Yes No

c) Whether other alternative roads available at present is marked. Yes No

d) Whether reduction of distance if new proposed road is complete, is calculated and marked. Yes No

e) Whether canal crossing if any are marked. Yes No

f) Whether villages are marked. Yes No

g) Whether market yard/godowns are marked. Yes No

h) Whether cold storage are marked. Yes No

i) Whether School/Collage are marked. Yes No

j) Whether Hospitals & dispensaries are marked Yes No

k) Whether Railway station & Bus station are marked. Yes No

3 Whether details of work done and work to be done is marked properly in bar chart with locations of CD’s constructed. Yes No

4 Whether self explanatory technical report for project proposal included (As per Annexure-A) Yes No

5 Whether typical cross section of road existing and proposed are included in the project. Yes No

6 Whether details of work done and work to be done tally with appraisal proforma, technical repot, bar chart and estimate. Yes No

7 In case of new earth work Whether chain and compass Survey conducted and L-section and cross section drawn to compute the earth work. Yes No

8 Whether reasonability certificate for the rates provided in the estimate for land acquisition is attached (if land is to be acquired). Yes No

9 Whether the reasonability certificate for higher/lower tender percentage is attached. Yes No

10 Whether provision for escalation in cost made. Yes No

11 Whether reason for high/low cost of construction per km of road is indicated. Yes No

12 a) Whether survey details, designs, catchment area-plan and working drawing for cross drainage works are attached. Yes No

b) Whether site-plan working drawing and design including hydraulic calculations for CD’s work having waterway 6.00 Meter or more are approved by the competent authority (SE/CE) Yes No

13 Whether all the document of the project are signed by the Executive Engineer. Yes No

14 Whether index sheet properly filled and attached with the project. Yes No

Sub Engineer A.E. EXECUTIVE ENGINEER

BILL OF QUANTITY

Name of District-Bijapur Block- Bhopalpatnam

S. No. SSR Item ID BOQ Description UOM Rate NH-16 To Keshaiguda

Length - 2.00 Km

Quantity Amount

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 centre line, setting out curves and recording of centre 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 20955.00 18.00 377190.00

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. Sqm 1.00 108000.00 108000.00

3 3.2 Compacting Original Ground / Existing Embankment. Loosening, Leveling 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. Cum. 0.00 10912.50 0.00

4 3.8 (I) 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 a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. M. 88.00 19000.000 1672000.00

5 3.5 (I) Excavation in Cutting in Soil by Manual/Machinery means Excavation for roadway in soil for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 Cum. 91.00 112845.052 10268899.71

6 3.3 (i) Construction of Embankment with Material Obtained from Roadway Cutting (i) 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. 77.00 #REF! #REF!

7 3.4 (ii) Construction of Embankment with Material Obtained from Pits 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. 246.00 #REF! #REF!

8 3.12 (A) 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. 252.00 #REF! #REF!

9 4.1 (iii) Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) Construction of granular sub-base by providing well graded material having CBR 20 or more, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100KN static weight to achieve the desired density, complete as per Technical Specification Clause 401. For Grading mentioned in table 400.1 (Grading III) (A) Crushed Stone Materials Cum. 910.00 #REF! #REF!

10 4.7 (ii) WBM Grading 2 Providing, laying, spreading and compacting mechanically crushed stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. Cum. 1981.00 3639.51 7209861.51

11 4.7 (iii) WBM Grading 3 Providing, laying, spreading and compacting mechanically crushed stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. Cum. 2118.00 3544.97 7508253.74

12 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. 280.00 13102.40 3668672.21

13 5.1 Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 Sqm. 60.00 47266.31 2835978.75

14 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. Sqm. 18.00 47266.31 850793.63

15 5.3 (ii) 20mm thick Open-Graded Premix Carpet using Bituminous (VG/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of aggregate 13.2mm size (passing 22.4mm size sieve & retained on 11.2mm sieve and 11.2mm size (passing 13.2mm sieve and retained on 5.6mm sieve) either using penetration grade/ VG bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508., Viscocity grade (VG) Bitumen specification as per IS 73:2006 (II) Bitumen (VG-30) Sqm. 171.00 47266.31 8082539.44

16 5.5 Case (ii) Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510, Viscocity grade (VG) Bitumen specification as per IS 73:2006 (II) Bitumen (VG-30) Sqm. 60.00 47266.31 2835978.75

17 6.1 (ii) Cement Concrete Pavement Construction of un-reinforced, jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying, primer, sealant, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 Cum. 7136.00 4435.41 31651059.00

18 9.2 A Cautionary, mandatory, informatory direction and place identification sign boards. A Semi-Reflective Traffic signs upto 0.90 sqm Direction and place identification 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 6621.00 8.10 53630.10

19 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. 6534.00 11.88 77623.92

20 9.14 A (ii) Providing and Fixing Informatory and Logo Board of PMGSY Project (A) Providing typical PMGSY informatory & logo board as per approved drawing & specifications, painted with enamel paint on both side of board, lettering, figuring, printing arrows, border, etc with ready mix synthetic enamel paint of superior quality in required shed & colours. (II) PCC/RCC Each 13527.00 1.00 13527.00

21 9.14 B Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 Each 19249.00 2.00 38498.00

22 9.15 A Providing and fixing “Citizen Information Board/Maintenance Information Boade” 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 19621.00 6.00 117726.00

23 9.17 Reinforced cement concrete M15 grade Guard Stone of size 200 mm x 200mm x 800 mm fixing in position including painting and printing etc. as per drawing, Technical Specification and as per direction of Engineer in Charge. Each 661.00 0.00 0.00

24 9.8 (I) Kilometer Stone Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 5th Kilometer Stone (precast) Each 5180.00 3.00 15540.00

25 9.8 (II) Kilometer Stone Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (Precast) Sqm 3072.00 16.00 49152.00

26 9.8 (III) Kilometer Stone Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 200 m stone (precast) Sqm 648.00 72.00 46656.00

27 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 724.00 0.00 0.00

28 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 846.00 240.00 203040.00

29 7.3 (ii) Bedding for Causeway/Pipes Type B (First Class) Bedding Laying (First Class) bedding with well compacted sand, moorum or approved granular material as per Clause 1105 (ii) Cum 1275.00 0.00 0.00

30 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. 600 mm dia RM 4099.00 450.00 1844550.00

31 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 354.00 325.13 115094.25

32 10.5 Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 I. Stone/Boulder #REF! #REF! #REF! #REF!

33 10.11 (iii) Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 Cement concrete grade M 10 in case of concrete block pitching P.C.C grade M 10 (Nominal mix 1:3:6) #REF! #REF! #REF! #REF!

34 7.10 (ii) 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 15(Nominal mix (1:2.5:5) #REF! #REF! #REF! #REF!

35 7.18 (i) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (Nominal mix (1:2.5:5) #REF! #REF! #REF! #REF!

36 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 Cum 580.00 0.00 0.00

37 2.6 (II) 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 (c) Reinforced Cement Concrete Cum 1463.00 0.00 0.00

38 2.8 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 (A) Rubble Stone Masonry in Lime/Cement/mud mortar Cum 350.00 0.00 0.00

39 2.10 (A) 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 Upto 600 mm dia Hume Pipe 0.000 230.00 0.00 0.00

40 2.10 (B) 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 Above 600mm to 900mm dia M 311.00 0.00 0.00 18.00 8 6 4 0

41 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 Above 900mm dia Hume pipe M 532.00 0.00 0.00 HPC 1.5 3 6 6X2

42 6.50 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. Cum 5335.00 0.00 0.00

43 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) 30 KG /Cum Item No. 2 + 3 MT 76384.00 0.00 0.00

44 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 Cum 354 #REF! #REF! 51.856 90.04 93.34 236.05 273.41

45 7.10 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 (Nominal mix 1:3:6) Cum 5107 #REF! #REF!

46 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 II) Sandy material Cum 1025 #REF! #REF!

47 7.1 (ii) 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. (ii)Ordinary rock (not requiring blasting) i. Upto 3 m depth Cum 442 145 64098.84 10.37 20.70 24.63

48 7.8 Filling in Foundation Trenches as per drawing and technical specification Clause 1108 & 305.3.9 I. Sand filling Cum 1275 83 105570.00 20.70 24.63

49 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) Cum 5093 1649 8398332.55 3.7464 61.04 61.68 180.79 210.12

50 7.18 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 I. P.C.C grade M 15 (Nominal mix (1:2.5:5) Cum 5387 #REF! #REF! 54.275484 34.50 43.55 113.78 132.91

51 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 (B) 1000 mm dia R.M. 6485 135 875475.00 7.5

52 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) Cum 1275 19 24455.52 1.0656

53 7.27 (i) Providing and laying concrete for reinforced cement concrete in superstructure as per drawing and technical specification Clause 800,1205.4 & 1205.5 I. R.C.C grade M 20 (i) For nominal mix 1:2:4 Cum 6839 67 460401.48 3.36 3.90 4.26 6.06

54 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. grade M 25 (Design Mix) Cum 7312 173 1264976.00 3.31 8.10 24.48 46.08

55 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 kg 76384 21 1584188.88 0.3583 0.7041 3.4122 5.5719

56 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 Nos 335 #REF! #REF! 10.00 10.00 20.00 20.00

57 7.41 Filler Joint (II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications rm 431 270 116370.00 15.00 15.00 15.00 22.50

58 7.35 Drainage spouts complete as per drawing and technical specifications Clause 1209 Nos 2115 44 93060.00 2.00 2.00 4.00 8.00

59 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material Cum 1025 1017 1042900.59 0.95 42.21 45.96 96.71 115.91

60 10.5 (i) Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 I. Stone/Boulder Cum 2016 565 1139652.86 23.688 4.14 11.50 9.20 9.20

61 10.6 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 Cum 2324 60 140369.60 1.80 5.00 4.00 4.00

Total of Construction work

TOTAL COST (SAY LAKH ) 0.00

Add 12% GST 0.00

Maintenance of Road

1 (i) 1st Year @ 30000 Rs/KM Per Year 30000 2.00 60000.00

2 (ii) 2nd Year @ 40000 Rs/KM Per Year 40000 2.00 80000.00

3 (iii) 3rd Year @ 70000 Rs/KM Per Year 70000 2.00 140000.00

Total of Maintenance Cost 280000.00

Total Maintenance Cost In Lakh In Lakh 2.80

Add 12% GST 3.14

GRAND TOTAL 3.14

MUKHYA MANTRI GRAM SADAK & VIKAS YOJANA FORMAT F-6

COST ESTIMATE FOR ROAD CONSTRUCTION

Road from :- Jhhiram Via Alengnar Urkapal Kandanar Block : Chhindgarh

Length of the Road (Kms) : 18 Km Distt : Sukma

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

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.

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 18000.00 3.000 108000.00 Sqm 1.00 108000.00

Sub Total Setting Out, Clearing & Grubbing & Dismantling Flexible Pavement: - 485190.00

3 3.2 Compacting original ground / Existing Embankment

Loosening, Levelling and Compacting original ground 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. 1 18000.00 6.00 0.15 16200.00 Cum.

Deduction of culvert -1 5.40 6.00 0.15 -4.86 Cum.

4 3.8 (I) Surface Drains in Soil 16195.14 Cum. 29.00 469659.06

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. 2 #REF! #REF! M. 88.00 #REF! 0.595

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

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 129345.05 129345.05 Cum. 91.00 11770399.83

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

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 #REF! #REF! Cum. 77.00 #REF!

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

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 #REF! #REF! Cum. 246.00 #REF!

8 3.12 (a) Construction of Subgrade and Earthen Shoulders 9.88 0.3 0

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. 2.75 1.375 0.3 2.5 1.25

Deduction of culvert -2 5.40 2.215 0.150 -3.588

Sub Total: - #REF! #REF! #REF!

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

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

115 MM thick for 1.05 M. width.Ch 0-1650m 0.00 1.050 0.115 0.00

Mentain of slope in AGL portion for way of tractors & bullock cort both side #REF! #REF! 0.00 0.000 #REF!

Quantity of Widening in WBM Road 1 0.00 1.05 0.000 0.00

Quantity of extra widening at Curves (As per Annexure-A1) 10.42

Extra Quantity of Juntion portion (As per Annexure-A3) 33.863

Deduction of culvert -2 5.40 4.05 0.150 -6.561

C River Borne Materials

drainage layer in lower Salected Soil 0 #REF! 10.08 0.100 #REF!

10 4.7 (ii) Water Bound Macadam with Crushable Screenings WBM Grading -2

Providing, laying, spreading and compacting mechanically crushed stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. 12125.00 3.850 0.075 3501.09

Profile & Camber Correction 0.00 3.850 0.030 0.00

Quantity of extra widening at Curves (As per Annexure-A1) 7.815

Deduction for CD portion -1 5.40 3.850 0.075 -1.56

Extra Quantity of Juntion portion (As per Annexure-A3) 16.706

11 4.7 (iii) WBM Grading -3

Providing, laying, spreading and compacting mechanically crushed stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. 12125.00 3.750 0.075 3410.16

Quantity of extra widening at Curves (As per Annexure-A1) 7.815

Deduction for CD portion -1 5.40 3.750 0.075 -1.52

Extra Quantity of Juntion portion (As per Annexure-A3) 16.594

Sub Total GSB, WBM : - 20989674.49

12 3.12 (b) Construction of subgrade and earthen 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)

Deduction for Wideninig of CD portion -1 5.40 1.48 0.150 -1.19

13 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 12125.00 3.750 45468.75

Quantity of extra widening at Curves (As per Annexure-A1) 104.20

Deduction for CD portion -1 5.40 3.750 -20.25

Extra Quantity of Juntion portion (As per Annexure-A3) 221.250

14 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. 12125.00 3.750 45468.75

Quantity of extra widening at Curves (As per Annexure-A1) 104.20

Deduction for CD portion -1 5.40 3.750 -20.25

Extra Quantity of Juntion portion (As per Annexure-A3) 221.250

15 5.3 (II) 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder By Mechanical Means

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Viscocity grade (VG) Bitumen Specification as per IS 73:2006 (II) Bitumen (VG30) 12125.00 3.750 45468.75

Quantity of extra widening at Curves (As per Annexure-A1) 104.20

Deduction for CD portion -1 5.40 3.750 -20.25

Extra Quantity of Juntion portion (As per Annexure-A3) 221.250

16 5.5 Case (II) Seal Coat By Mechanical Means

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 Type B (II) Bitumen (VG30) 12125.00 3.750 45468.75

Quantity of extra widening at Curves (As per Annexure-A1) 104.20

Deduction for CD portion -1 5.40 3.750 -20.25

Extra Quantity of Juntion portion (As per Annexure-A3) 221.250

Sub Total Bitumen Work: - 14144149.31

PROVISION OF ROAD FURNITURE

10 9.2 A 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 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 30 0.45 0.60 8.10 Sqm 6621.00 53630.10

11 9.2 B Semi-Reflective Traffic signs more than 0.90 sqm sign board

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 11 1.20 0.90 11.88 1.08

FOR LOGO BOARD OF MMGSVY 0 0.60 0.60 0.00 8.8

12 9.14 (A) (ii) Providing and Fixing Informtory and Logo Board of MMGSVY Project (A) Providing typical MMGSVY informatory & logo board as per approved drawing & specifications, painted with enamel paint on both side of board, lettering, figuring, printing arrows, border, etc with ready mix synthetic enamel paint of superior quality in required shed & colours. PCC/RCC 9 9.00 Each 13527.00 121743.00 9.00

13 9.14 (B) Providing and Fixing Informtory and Logo Board of MMGSVY Project

Providing and fixing of typical MMGSVY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 9 9.00 Each 19249.00 173241.00

14 9.15 (A) Providing and fixing 'Citizen Information Board' of MMGSVY Project (A) Providing and fixing of typical " MMGSVY 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 9 9.00 Each 19621.00 176589.00

15 9.17 Reinforced cement concrete M15 grade Guard Stone of size 200 mm x 200mm x 800 mm fixing in position including painting and printing etc. as per drawing, Technical Specification and as per direction of Engineer in Charge. For Lay Bye (20 Nos.) 2 X 20 0.00 Each 661.00 0.00

TOTAL 602827.02

16 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) 3 3.00 Each 5180.00 15540.00

(ii) Ordinary Kilometer Stone (Precast) 16 16.00 Each 3072.00 49152.00

(iii) 200 m stone (precast) 72 72.00 Each 648.00 46656.00

17 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 724.00 0.00

18 9.18 Road marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface

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.)

Centre Line Marking 1.0 0.00 0.10 0.00 Sqm

For Curved And Village Portion 2 1200.00 0.10 240.00 Sqm

TOTAL 415188.00

PROTECTION WORK

19 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. 0 12.50 0.00

For Slope Portion 0.00 RM 4099.00 0.00 #REF!

b 7.18 (I) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m. (I) PCC grade M 15 (I) Nominal mix (1:2.5:5) For construction of Conctrete Drains in Village Portion & Slope Portion #REF!

For FIELD DRAIN (Concrete Blocks in End Points) 2 1.00 0.900 0.450 0.81

For Concrete Block in FIELD DRAIN (Concrete Blocks in Joints) 4 0.30 0.900 0.450 0.49

For Apron in FIELD DRAIN PORTION 2 6.00 1.000 0.300 3.60

Deduction for Pipe Portion (2X((3.14X(0.6X0.6))/4)X1) (Concrete Blocks in End Points) 0.57

Deduction for Pipe Portion (4X((3.14X(0.6X0.6))/4)X0.3) (Concrete Blocks in Joints) 0.34

TOTAL Deduction 0.90

For FIELD DRAIN in 0 Places & Slope Portion 2 7.98

c 7.10 (I) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (Nominal mix 1:3:6)

For FIELD DRAIN (in End Points) 2 1.00 1.100 0.200 0.44

For FIELD DRAIN (in Joints) 4 0.30 1.100 0.200 0.26

For FIELD DRAIN in 0 Places & Slope Portion 2 0.00 Cum 5107.00 0.00

d 7.31 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

19 7.3 (ii) Bedding for Causeway/Pipes Type B (First Class) Bedding Laying (First Class) bedding with well compacted sand, moorum or approved granular material as per Clause 1105 (ii)

20 7.6 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. (A) 600 mm dia 36 10.00 360.00 RM 4099.00 1475640.00

21 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 1 0.00 0.80 0.90 0.00

For Retaining Wall RD 0 0.00 1.93 1.50 0.00 1.73

For Field Crossing 0 10.00 0.600 0.850 0.00 0

22 10.5 Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 I. Stone/Boulder 0

23 10.11 (III) Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 1 0.00 0.8 0.15 0.00

III. Cement concrete grade M 10 in case of concrete block pitching P.C.C grade M 10 (Nominal mix 1:3:6) 1 0.00 (0.3+0.6)/2 0.75 0.00

24 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)

For Retaining Wall RD 0 0.00 1.93 0.20 0.00 Cum 5093.00 0.00

25 7.18 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 I. P.C.C grade M 15 (Nominal mix (1:2.5:5) 0 0.00 1.17 0.00 0.00 Cum 5387.00 0.00

22 Consultancy charges for survey & preparetion of DPR - Copy 18.000 18.000 KM 15000.00 270000.00

TOTAL 1745640.00

TOTAL #REF! #REF!

Add 1% for contingency #REF! 33003859.40

GRAND TOTAL #REF! #REF!

SAY #REF! LACS. 8.2

DPR Consultant Sub Engineer (RDD, CGRRDA SUKMA ) Assistant Engineer(RDD, CGRRDA SUKMA ) EXECUTIVE ENGINEER(RDD, CGRRDA SUKMA ) 0.00

#REF! #REF! #REF! #REF!

#REF! 22.49 #REF!

C FORM NO TYPE OF PROPOSAL : PNC / ATR / SLR

MUKHYA MANTRI GRAM SADAK & VIKAS YOJANA

CHECK LIST FOR P.I.U. & S.T.A.

(For Individual Road Works)

1- Location :- State :- CHHATTISGARH District :- Sukma Block :- Chhindgarh

2- GRAM PANCHAYAT. :- 0

3- Name of Road :- From : Jhhiram Via Alengnar To Urkapal Kandanar

4- Length :- 18.000 Km. In Built up Area : 5.875 In Open Area 12.125 Km

5- Estimated Cost Rs. : #REF! Lakhs Average Cost: #REF!

Item Cost Per Km in Lakhs

Pavement #REF! Lakhs

Total #REF! Lakhs

6- Type of Proposal :- New Connectivity / Up gradation

If The Proposed Road is a New Connectivity