2. Survey and Investigation Field Visit. Land Particular. Taking Initial level.

1. 2. Survey and Investigation • Field Visit. • Land Particular. • Taking Initial level. • Initial Photographs. • Collecting information from local people about field condition. • Information about nearest approved quarry. • Soil condition by digging trail pit. • Information about Job Seekers. • Feasibility of the Project.

2. Preparation of Estimate • What is an Estimate? • Why we will make an estimate? • How to make an Estimate? • Plan, Elevation, Section of the project (according to field condition). • Lead statement according to quarry chart. • Analysis of rates should be prepared as per current Schedule of rate / Prescribed labour rate. • Calculation of quantities according to plan. • Labour and Material statement. • Project report (Report should be self explanatory about the project) • Preparation of Bar Chart. • Preparation of peoples estimate • Estimate should be Technically Sanctioned & Administratively approved By competent authority as per the power assignment to them. [T.S.:- Rs Up to _ J.E./GPTA- Rs3.00 lakhs, A.E.-Rs6.00 Lakhs, E.E.- Rs50.00 lakhs] [A/A:- Rs up to _ BDO- Rs10.00Lakhs, Chairperson- Rs20.00Lakhs,CEO- >Rs20.00 lakhs ] • Estimate prepared as per sanctioned amount.

3. Types of Estimate

4. Water Body Renovation of village Ponds Excavation of new Tanks Mo Pokhori W.H.S. with Canal

6. EXECUTION • Road work- Earthen road • Demarcation for new work by the competent authority . • Alignment- Proper alignment should be given according to the site condition • Initial Level shall be taken. • Curve- Fixing of curves ( Vertical, Horizontal) • Gradient-Proper gradient should be maintained. (Minimum 1:50 for rural road, 1:18 for Ghat) • Camber-Proper camber should be maintained. • Bar chart • Drainage • Compaction should be made by PRR • Side Slope of the formation ( Minimum 1:1 for Cutting ,1:1.5 for fillmg)

7. Cement Concrete road • It should be inside the habitation. • Excavation of cut off walls including shallow drains if required. • Filling of Sand to have a proper sub base and level with minm. Thickness of 6 inches. • Side Shuttering for cut walls. • Construction/Expansion Joint should be at uniform interval • C.C ( 1:4:8) with 40mm size H.B.G. Metal (Min 4 inch) • C.C (1:2:4) with 12mm size H.B.G chips (Min 3 inch) • Proper camber should be maintained. • Proper curing must be ensured. • Filling of both side flanks should be by earth/ moorum.

8. W.B.M Road (Grade -I) • Earth work in Flank dressing. • Providing Morrum and sand admixture( 75% morrum and 25 % sand) in sub-base with proper camber and compaction by PRR with watering. • Providing Grade –I metalling with 40mm to 90mm size hard stone metal filling interstices with morrum/ stone screenings and crusher dust. • Proper compaction shall be made by PRR including watering. • Filling of Flanks by Morrum / Excavated earth from the drain. • Proper drainage should be ensured. • Heavy traffic shall not be allowed.

9. CD WORKS • The CD Works having less than 6 Mtr span is a culvert. • A field visit and reconnaissance survey to be done for finalising the number of CD Works and its position. • To find out the vent size, the bed width of the existing nallah should be taken into consideration. • Emphasis should be given to the U/S and D/S cut off wall of the structure prior to the construction of the apron.

10. RENOVATION OF TANK • Initial Photograph and initial Level shall be taken before execution. • Assuming a final level, lead & lift and the cost of the quantity shall be calculated depending upon the funds position. • Slope of the Embankment should be maintained at 1.5:1. • Excavation should be done from the middle of portion the tank and the earth should be deposited at the outside slope of the bank. • Provision shall be made to dispose the excess earthwork. • Provision for turffing, slope packing, inlet, outlet and bathing ghat shall be made according to the requirement.

11. NEW TANK/ MO POKHARI • Demarcation of the area must be done prior to the lay out by the competent revenue authority. • The area excavated/embankment area and the toe line should be marked before execution. • Initial Level must be ensured. • Toe line of the embankment must be 10ft away from the excavation line. • Earth excavated shall be laid in layers of 30cm including breaking clods to 5 cm to 7 cm size. • Provision shall be made to dispose the excess earthwork. • Proper benching of side slope area shall be made. • Provision for turffing, slope packing, inlet, outlet and bathing ghat shall be made according to the requirement.

12. BUILDING • Construction area must be demarcated before execution of work. • A site plan showing north point should be made. • Initial photographs shall be taken before execution in case of incomp./renovation works. • Drawing showing the plan, elevation and cross section must be approved by the competent authority. • Trial pit section of the soil/soil test report should be obtained. • Design particulars. • Detail specification of the items as per codal provision. • Lay out should be given as per the approved drawing. • In RCC works pre-measurement of steel must be taken and it should be chck measured by the Asst. Engineer before laying of concrete. • Minimum 50 dia of the steel shall be provided in case of lapping. • Minimum cover to the steel should be maintained as per ISI code.

13. Centering and shuttering must be certified by the Asst. Engineer before pouring of concrete. • Key holes should be provided in between every lift of the column. • In case of masonry walls, joint should be left in stepped manner. • A thin membrane must be provided in between RCC and masonry joints. • Before doing brick masonry, brick should be sub-merged in water for 8 Hrs minimum. • Joints in case of tensile members must be prohibited as far as practicable. • Roof should be casted at a stretch without leaving any joints. If required, joint should be placed over the support point and joint must be sloped at 45 Degree.

14. QUALITY CONTROL • Sand: Hard, Strong, durable, clean particles free from silt and clay. • Moorum: Good quality granular moorum from approved quarry satisfied with the P.I. value. • Water: Normal portable water shall be used. • Metal/Chips: Hard, Black, Granite, free from skin and flaky materials. • Cement: Ordinary Portland cement (IS:269)/Portland slag cement (IS:455) should be used. • Steel: SAIL steel must be used. • Water-Cement ration shall be maintained at 0.4 to 0.5 to achieve the desired strength of the concrete. • Proper compaction should be done to avoid honeycomb. • Proper curing should be ensured from the 2nd day up to 28 days.

15. MEASUREMENT • Metallic/Steel Grip tap shall be used for measurement. • In MGNREGA works, the measurement should taken in every 7 days. • In earthwork, pit measurement should be made initially but before final bill, the quantity paid must be matched with the quantity calculated by final level section. • In case of Road works, measurement in a particular interval (15 Mtr/30 Mtr) should be taken. • In case of building works, detail measurement of each item should be taken.

16. PREPARATION OF BILLS • Abstract of Bill shall be prepared from Quantity arrived from measurement. • The labour and material component shall be calculated separately. • Labour component should be reflected in the Muster Roll. • Unique numbered Muster Roll duly authenticated by competent authority shall be used and must be maintained on daily basis. • The Vigilance and Monitoring committee members should certify the authenticity of muster roll. • Authenticated vouchers having TIN number should be obtained against the materials. • Royalty, Cess, VAT should be calculated properly and deducted from the Bill.

17. COMPLETION OF PROJECT • Before payment of the final Bill, the final photograph shall be taken and kept in case record. • After payment of the final Bill, Completion certificate shall be furnished mentioning the completion date and number. • The completed projects shall be entered in the Asset Register. Team Members: • Sri P.K.Kodamsingh,. AE, Nuagan, Nayagarh • Sri P.Ch.Sahu, AE, Paralakhemundi • Sri Ramesh Ch. Sethi, AE, Khaira • Sri AlokMishra, Estimator, DRDA, Anugul • Sri P.K.Das, Estimator, DRDA, Khordha • Sri Pabitra Ku. Sahu, JE, Nabarangpur • Sri BabuMallick, JE, Koraput THANK Q………