NIT NO: 246/TC/26-27

CHECK LIST FOR PROJECTS FOR ADMINISTRATIVE APPROVAL

1 NAME OF WORK :- Detail Estimate for Construction of Lahanger To Pidhi Road Length - 3.000 km

2 DISTRICT :- MAHASAMUND

Kilometerage Of Count Station :-

3 CATOGERY Utai - Risama Road at Borigarka Village

(i) ROAD :- VILLAGE ROAD /O.D.R /S.H./ M.D.R./ W.B.M./B.T. ETC.

(ii) BRIDGE / CULVERT :- SLAB / HPC (SINGLE / DOUBLE )

4 LENGTH OF ROAD 3.00 KMS.

5 NUMBER OF VILLAGE BENFITTED AND TOTAL POPULATION :- Village :- 2 (Lahangar & Pidhi) Lahangar 787 + Pidhi 1791 = Total 2578 (Census 2011)

7 DETAILS OF PROJECT COST FOR WHICH A.A BROUGHT :- RS. 523.55 LACS

8 S.O.R USED :- SOR FOR ROAD / BRIDGE WORK PUBLIC WORK DEPARTMENT W.E.F 01/01/2015 & FOR BRIDGE WORK 01/01/2015

9 B.I. NO AND BUGET PROVIDING FOR YEAR 2022 - 2023 B.I.NO. AND BUDGET IS RS. IN LACS LACS FOR YEAR 2023 - 24

10 FUND PROVIDING AGENCY :- STATE / CENTRAL / NABARD / A.B.B.P./ WORD BANK AIDED

11 RUNNING COST PER KM. :- 174.52 LACS/KM i/c Work Charge and Contingencies ,Road Safety work

12 SCHEDULE DATE OF COMPLETION :-

Sub Engineer Sub Divisional Officer Executive Engineer

P.W.D. Sub Division No.1 Mahasamund (C.G.) P.W.D. Division Mahasamund (C.G.)

Detail Estimate for Construction of Lahanger To Pidhi Road Length - 3.000 km

COMPARISION WITH NORMATIVE COST

New Construction - 3.75 m wide carriageway

S.N. Particulars Narmative Cost (in Lacs) Estimated Cost ( in Lacs ) Justification of Excess/ Saving

1 Part-I : Road Work

(i) Flexible Pavement 100.49 95.85

(ii) Rigid Pavement

2 Part-II : Bridge and Culvert

(i) 1x R 1000mm dia H.P.Culvert ( without dismantling ) 1.90 1.90

(ii) 2.0 m span slab culvert 11.59 12.59 Excess Due To Calculation Mistake in Normative Estimate

(iii) Toe wall pitching (100m) 9.26 37.89 Excess Due To Calculation Mistake in Normative Estimate

Sub Engineer Sub Divisional Officer Executive Engineer

P.W.D. Sub Division No.1 Mahasamund (C.G.) P.W.D. Division Mahasamund (C.G.)

Detail Estimate For Construction of Parsadih To Lahangar Road Length 3.00 km

GENERAL ABSTRACT

S.NO. PARTICULAR AMOUNT COST PER KM Kilometerage Of Count Station :-

1 2 3 4 Utai - Risama Road at Borigarka Village

1 Part - I : Road Work (Flexible Pavment) 28,812,986.00 95.85

3 Part - III : Drain Work 2,163,552.00 29.86

4 Part - IV : Bridges & Culvert 23,453,544.00 30.88

5 Part - V : Protection Work & RCC Retaining wall 0.00 12.63

6 Part - VI : Road Furniture 381,030.00 4.80

1 Add 1 % for w/c & contingency 548,111.00 1.49

2 Add 1 % For Quality Control 0.00 1.49

3 Shifting of Electric Pole 650,000.00 2.17

4 Land Acquisition 6,984,000.00 20.23

Sub Engineer Sub Divisional Officer Executive Engineer

P.W.D. Sub Division No.1 Mahasamund (C.G.) P.W.D. Division Mahasamund (C.G.)

Superintendent Engineer Chief Engineer

P.W.D. Raipur Circle Raipur P.W.D. Raipur (C.G.)

The row, in which the two fields- 'Item Code' and 'Description' are blank, will not be considered.

If 'CREDIT ITEM' is not entered, default value '0' will be taken.

If 'Calc Field' is not entered, default value 'N' will be taken.

MAX ITEM LIMIT IN EACH EXCEL FILE IS 1000

NIT SCHEDULE FOR CONSTRUCTION OF PARSADIH TO LAHANGAR ROAD LENGTH 3.00 KM, I/C. CULVERTS AT DIST. MAHASAMUND( MAHASAMUND DN.).

Road S.O.R. W.E.F. 01/01/2015 & Bridge S.O.R. W.E.F. 01/01/2015 Ammended up to date. P.A.C. Rs. 545.53 Lacs

SERIAL No. Department SOR Year Item Code Description UOM Rate Quantity Amount Ref Serial No CREDIT ITEM (0/1) Calc Field(Y/N)

1 PWD PWD Road 2015 3.15(ii) Compacting Original Ground supporting embankment Loosening, leveling and compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction. Cum 28.00 5378.40 150595.00 0 0 N

2 PWD PWD Road 2015 2.3 Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant clauses of section-200. In area of light jungle Hectare 40680.00 3.59 146041.00 0 0 N

3 PWD PWD Road 2015 3.2 Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300. Cum 95.00 343.38 32621.00 0 0 N

4 PWD PWD Road 2015 3.12 Construction of embankment with Material Obtained from Borrow Pits /Borrow Area (Construction of embankment with approved material/selected soil having C.B.R.>5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) Cum 223.00 13432.32 2995408.00 0 0 N

5 PWD PWD Road 2015 3.14 Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials having C.B.R.>5 (unless specified otherwise in the contract) deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) Cum 80.00 343.38 27470.00 0 0 N

6 PWD PWD Road 2015 3.13 Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area (Construction of sub-grade with approved material/selected soil having C.B.R.>8 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) Cum. 250.00 16518.06 4129515.00 0 0 N

7 PWD PWD Road 2015 4.1 Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, ,carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 For Sub-base cum drainage layer or upper sub-base with Grading-III Material Cum 1372.00 4550.71 6243574.00 0 0 N

8 PWD PWD Road 2015 4.10 Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.) Cum 1434.00 2788.43 3998609.00 0 0 N

9 PWD PWD Road 2015 5.1(i) Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502.on WBM/WMM surface @0.85 Kg/sqm. sqm 64.00 10327.50 660960.00 0 0 N

10 PWD PWD Road 2015 5.2(ii) Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared Bituminous /granular surface cleaned with mechanical broom and as per clause 503.Granular surfaces treated with primes @ 0.30 kg /Sqm sqm 17.00 10327.50 175568.00 0 0 N

11 PWD PWD Road 2015 5.4 B (ii) Dense Bituminous Macadam (Providing and laying dense bituminous macadam with minimum 40-60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.505 complete in all respects.)With mechanical paver finisher for Grading-II(26.5 mm nominal size bitumen content 4.50%) Cum 7916.00 516.38 4087664.00 0 0 N

12 PWD PWD Road 2015 5.5 (B) (iii) Bituminous Concrete (Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) With mechanical paver finisher for Grading II (13.2 mm nominal size) with bitumen 6.0 % Cum 9812.00 309.83 3040052.00 0 0 N

13 PWD PWD Road 2015 4.13B Construction of Shoulders (Construction of shoulders as per clause 408 with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% espectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering rolling and royalty charges etc. complete.With smooth wheeled roller Cum 277.00 1716.75 475540.00 0 0 N

14 PWD PWD Road 2015 8.44(i) Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia., across the road ( new construction ) , extending from drain to drain in cuts and toe of slopes to toe of slopes in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipes as per IRC: 98-2011, bedded on a 0.3 m thick layer of granular material free of rock pieces , outer to outer distance of pipes at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts , joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC:98-2011 and approved drawings.Single row for one utility service Meter 553.00 75.00 41475.00 0 0 N

15 PWD PWD Road 2015 9.4(A) Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe on first class bedding. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts 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).600 mm dia Metre 2617.00 75.00 196275.00 0 0 N

16 PWD PWD Bridge 2015 9.1A(i) Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material including dewatering etc. complete.Ordinary soil Upto 3M depth Cum 146.00 1946.23 284150.00 0 0 N

17 PWD PWD Road 2015 9.9 A (i) Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. Using concrete mixer PCC Grade M15 Cum 3768.00 637.60 2402471.00 0 0 N

18 PWD PWD Road 2015 9.5 (D) Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )1000 mm dia. meter 5370.00 50.00 268500.00 0 0 N

19 PWD PWD Bridge 2015 3.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200. (i) Granular material Cum 905.00 549.22 497040.00 0 0 N

20 PWD PWD Bridge 2015 2.3 Sand Filling in Foundation Trenches as per Drawing & Technical Specifications. Cum. 1234.00 149.35 184298.00 0 0 N

21 PWD PWD Bridge 2015 2.6 A (i) Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. Using concrete mixer PCC Grade M15 Cum. 4613.00 187.04 862816.00 0 0 N

22 PWD PWD Bridge 2015 2.6 A (ii) Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. Using concrete mixer PCC Grade M20 Cum. 5247.00 988.35 5185872.00 0 0 N

23 PWD PWD Bridge 2015 3.6 A (a) (ii) Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200. Height upto 5m Using batch type concrete mixer with integrated weigher. P.C.C. Grade M-20 Cum. 5551.00 691.06 3836074.00 0 0 N

24 PWD PWD Bridge 2015 3.6 D (a) (i) Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200. Height upto 5m Using batch type concrete mixer with integrated weigher. P.C.C. Grade M-20 Cum. 5603.00 29.05 162767.00 0 0 N

25 PWD PWD Bridge 2015 3.7 Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 (Newly laid concrete shall be covered by gunny bags).RCC Grade M30 For Solid Slab Super Structure Using Concrete Mixer Height upto 5m Cum. 6973.00 303.38 2115469.00 0 0 N

26 PWD PWD Bridge 2015 4.2 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications MT 70101.00 42.43 2974385.00 0 0 N

27 PWD PWD Bridge 2015 4.14B Filler joint Providing & fixing 20 mm thick compressible fiber board (12 m long x 25 cm deep ) in expansion joint complete as per drawing & Technical Specification. Sqm 1204.00 66.90 80548.00 0 0 N

28 PWD PWD Bridge 2015 3.17 Providing and fixing in position tar paper bearing for slab as per approved drawings and specification. Sqm. 66.00 108.00 7128.00 0 0 N

29 PWD PWD Bridge 2015 3.8 Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia. AC pipe, extending through the full width of the structure with slope of 1 V: 20 H towards drawing face. Complete as per drawing and Technical specifications section 2706 and 2200. RM 321.00 795.60 255388.00 0 0 N

30 PWD PWD Bridge 2015 3.10 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 and 2200. Cum. 1926.00 356.68 686966.00 0 0 N

31 PWD PWD Road 2015 4.1 (b) (ii) Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 Plant mix method (with Mechanically crushed stone only) For Sub-base cum drainage layer or upper sub-base with Grading-VI Material Cum. 1363.00 140.65 191706.00 0 0 N

32 PWD PWD Road 2015 8.14 ii Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary Kilometer stone (Precast) Each 1460.00 4.00 5840.00 0 0 N

33 PWD PWD Road 2015 8.14 iii Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Hectometer stone (Precast) Each 410.00 12.00 4920.00 0 0 N

34 PWD PWD Road 2015 8.20 Providing & Fixing Hazard Marker Type-2 Partial Retro Reflective Size 0.30 x 0.90M made of 16 gauge (1.6 mm) thick mild steel sheet Confirming to IS:2062 Painted with one cast of Zinc Chromate Stoving Primer and two coats of Black Stove Enamel (Oven Baked) paint with 10 cm bands of ellow Retro- Reflective Sheeting of ngineering Grade pasted a per IRC:79 ncluding one MS angle Iron post of size 50x50x5 mm of 1.65 meter long duly painted with synthetic enameled paint block ncluding bolts and fixing the same in M-15 concrete black of size 30x30x30cm, including transportation etc. Complete Each 1491.00 75.00 111825.00 0 0 N

35 PWD PWD Road 2015 9.12 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Cum 2079.00 202.50 420998.00 0 0 N

36 PWD PWD Road 2015 9.11 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Cum 2413.00 303.75 732949.00 0 0 N

37 PWD PWD Bridge 2015 2.24 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical pecifications as per section 1600. MT 68693.00 24.77 1701196.00 0 0 N

38 PWD Road Bridge 2015 3.7 Supplying, fitting and placing HSD (High Strength Deformed Steel) bars reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200 MT 69002.00 21.64 1492858.00 0 0 N

39 PWD Road Bridge 2015 2.1I (i) Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soilUpto 3 m depth Cum 146.00 936.92 136790.00 0 0 N

40 PWD Road Bridge 2015 2.1I (ii) Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil 3 m to 6 m depth Cum 167.00 24.40 4075.00 0 0 N

41 PWD Road Bridge 2015 2.1 (ii)extra Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition) Cum 29.20 880.11 25699.00 0 0 N

42 PWD Road Bridge 2015 2.1 II Ordinary rock (Not required blasting) Cum 246.00 229.17 56376.00 0 0 N

43 PWD Road Bridge 2015 2.1 II Add Extra Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition) Cum 49.20 229.17 11275.00 0 0 N

44 PWD Road Bridge 2015 2.6 A (iii) Plain/ Reinforced cement concrete in open foundation complete as per drawing and technical specification.Using concrete mixer RCC Grade M-30 Cum 5992.00 104.34 625205.00 0 0 N

45 PWD PWD Bridge 2015 2.2/13 Filling Annular Space Around Footing in Rock(Lean cement concrete M15 nominal mix Cum 4613.00 91.76 423289.00

46 PWD PWD Bridge 2015 2.25 (i) Taking exploratory boring 100 mm dia. at the location of piers and abutments or for high embankments in approaches in all types of strata as per I.R.C. 78-2014 and section 2400 of specifications for collection of samples at different depth (rock sample and undisturbed soil sample) and test including preserving core samples as per specifications.Upto 1.0 m below bed level each 5951.00 5.00 29755.00

47 PWD PWD Bridge 2015 2.25 (ii) Taking exploratory boring 100 mm dia. at the location of piers and abutments or for high embankments in approaches in all types of strata as per I.R.C. 78-2014 and section 2400 of specifications for collection of samples at different depth (rock sample and undisturbed soil sample) and test including preserving core samples as per specifications. Beyond 1.0 m upto 5.0 m depth meter 1300.00 25.00 32500.00

48 PWD PWD Bridge 2015 2.25 (iii) Taking exploratory boring 100 mm dia. at the location of piers and abutments or for high embankments in approaches in all types of strata as per I.R.C. 78-2014 and section 2400 of specifications for collection of samples at different depth (rock sample and undisturbed soil sample) and test including preserving core samples as per specifications. Beyond 5.0 m depth meter 1475.00 25.00 36875.00

49 PWD PWD Bridge 2015 3.6 D (a) (iii) /21 Providing and laying Plain/reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 Height upto 5m Using Concrete Mixer R.C.C. Grade M-30 Cum 6370.00 118.51 754909.00

50 PWD PWD Bridge 2015 4.4 Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical specification . Cum 11847.00 42.79 506933.00

51 PWD PWD Bridge 2015 4.5 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm. true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, center to center spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawing and technical specification as per relevant cluses of section 1500, 1600, 1700 and 2703 (vide drawing No. SD/202, SD/304) meter 1874.00 104.00 194896.00

52 PWD PWD Bridge 2015 4.9 Drainage Spouts complete as per drawing and Technical specification of section 2705. Each 2007.00 16.00 32112.00

53 PWD PWD Bridge 2015 4.10 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical Specification and as per relevant section 2700. Cum 4437.00 18.98 84214.00

54 PWD PWD Bridge 2015 4.11/28 Providing and laying M-30 grade Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification and as per relevant sections 1500, 1600, 1700 and 2704 Cum 9467.00 31.64 299536.00

55 PWD PWD Bridge 2015 4.20/29 Painting on kerbs in black and yellow alternate bands including cost of material and labour complete as per drawing and specification as per clause 803.With Road Marking Paint Rm 56.00 104.00 5824.00

56 PWD PWD Bridge 2015 4.26 Providing & fixing in position structural steel expansion joint i/c cutting riveting bolting welding as per MORTH Std. drawing No. BD/1-69'B' and specification as per section 1000, 1900 and 2600. meter 2500.00 60.00 150000.00

57 PWD PWD Road 2015 4.1 B Granuler Sub-base as per table :- 400-1 Construction of granuler sub-base by providing close graded Material, carriage of mixed Material to work site spreding in uniform layers with motor grader on prepared surface watering rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401. By Mix in place method Disintegrated rock i.e moorum having CBR value not less than 20 and P.I. and L.L. not more than 6 and 20 respectively. cum 460.00 173.80 79948.00

58 PWD PWD Road 2015 9.5 B Providing & laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe.( laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.900 mm dia meter 4874.00 40.00 194960.00

Total Rs. 54552702.00

Sub Engineer Sub Divisional Officer Executive Engineer

PWD (B/R) Sub Dn.No- 1 PWD (B/R) Sub Dn.No- 1 PWD (B/R) Div. Mahasamund

Mahasamund (C.G.) Mahasamund (C.G.) Mahasamund (C.G.)

DETAILED ESTIMATE

Detail Estimate For Construction of Parsadih To Lahangar Road Length 3.00 km

PART - I (ACTUAL LENGTH 2.70 K.M.)

S. No. ITEM No. P. No. SUB-HEAD QTY UNIT RATE AMOUNT

Road Qty Road Amount 1000 HPC 5 Nos Road Amount 2 M Span Slab Culvert 05 Nos 2 m Span Amount Road Furnitiure Qty Road Furniture Road Amount Toe Wall Qty Toe Wall Amount Retaining Qty Retaining Amount Bridge Qty Bridge Amount Divertion Qty Divertion Amount

1 R-SOR It - 3.2 P. No. 11 Compacting Original Ground supporting embankment Loosening, leveling and compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction. 5378.40 Cum 28.00 150595.00 5378.40 150595.00 0.00 0.00 0.000 0.00 0.00 0.000

2 R-SOR It - 2.3 P. No. 8 A Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant clauses of section-200. In area of light jungle 3.59 Hectare 40680.00 146041.00 3.59 146041.00 0.00 0.00 0.000 0.00 0.00 0.000

3 R-SOR It - 3.2 P. No. 11 Excavation in Soil (by Mechanical Means.) Excavation for roadway in soil using mechanical means including loading in tipper for carrying of cut earth to embankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300. 343.38 Cum 95.00 32621.00 343.38 32621.00 0.00 0.00 0.000 0.00 0.00 0.000

4 R-SOR It - 3.12 P. No. 12 Construction of embankment with Material Obtained from Borrow Pits /Borrow Area (Construction of embankment with approved material/selected soil having C.B.R.>5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) 13432.32 Cum 223.00 2995408.00 12053.82 2688003.00 0.00 658.50 146846.00 0.000 0.00 0.00 720 160560.000

5 R-SOR It 3.14 Construction of Embankment with Material Deposited from Roadway Cutting (Construction of embankment with approved materials having C.B.R.>5 (unless specified otherwise in the contract) deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2) 343.38 Cum 80.00 27470.00 343.38 27470.00 0.00 0.00 0.000 0.00 0.00 0.000

6 R-SOR It - 3.13 P. No. 12 Construction of sub-grade with Material Obtained from Borrow Pits/Borrow Area (Construction of sub-grade with approved material/selected soil having C.B.R.>8 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) 16518.06 Cum. 250.00 4129515.00 16518.06 4129515.00 0.00 0.00 0.000 0.00 0.00 0.000

7 R-SOR It - 4.1 P No. 15 B (ii) Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, ,carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 For Sub-base cum drainage layer or upper sub-base with Grading-III Material 4550.71 Cum 1372.00 6243574.00 4550.71 6243574.00 0.00 0.00 0.000 0.00 0.00 0.000

8 R-SOR It - 4.10 P. no. 16 Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.) 2788.43 Cum 1434.00 3998609.00 2788.43 3998609.00 0.00 0.00 0.000 0.00 0.00 0.000

9 R-SOR It - 5.1 (i) P. No. 19 Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502.on WBM/WMM surface @0.85 Kg/sqm. 10327.50 sqm 64.00 660960.00 10327.50 660960.00 0.00 0.00 0.000 0.00 0.00 0.000

10 R-SOR It - 5.2 (ii) P. No. 19 Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared Bituminous /granular surface cleaned with mechanical broom and as per clause 503.Granular surfaces treated with primes @ 0.30 kg /Sqm 10327.50 sqm 17.00 175568.00 10327.50 175568.00 0.00 0.00 0.000 0.00 0.00 0.000

11 5.4 B (ii) P-19,20 Dense Bituminous Macadam (Providing and laying dense bituminous macadam with minimum 40-60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.505 complete in all respects.)With mechanical paver finisher for Grading-II(26.5 mm nominal size bitumen content 4.50%) 516.38 Cum 7916.00 4087664.00 516.38 4087664.00 0.00 0.00 0.000 0.00 0.00 0.000

12 5.5 (B) (iii) p-19,20 Bituminous Concrete (Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) With mechanical paver finisher for Grading II (13.2 mm nominal size) with bitumen 6.0 % 309.83 Cum 9812.00 3040052.00 309.83 3040052.00 0.00 0.00 0.000 0.00 0.00 0.000

13 R-SOR It - 4.13 B P. No. 17 Construction of Shoulders (Construction of shoulders as per clause 408 with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% espectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering rolling and royalty charges etc. complete.With smooth wheeled roller 1716.75 Cum 277.00 475540.00 1640.25 454349.00 0.00 76.50 21191.00 0.000 0.00 0.00 0.000

14 R-SOR It - 8.44 (i) P. No. 37 Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia., across the road ( new construction ) , extending from drain to drain in cuts and toe of slopes to toe of slopes in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipes as per IRC: 98-2011, bedded on a 0.3 m thick layer of granular material free of rock pieces , outer to outer distance of pipes at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts , joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC:98-2011 and approved drawings.Single row for one utility service 75.00 Meter 553.00 41475.00 75.00 41475.00 0.00 0.00 0.000 0.00 0.00 0.000

15 R-SOR It - 9.4 (A) P. No. 39 Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe on first class bedding. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts 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).600 mm dia 75.00 Metre 2617.00 196275.00 75.00 196275.00 0.00 0.00 0.000 0.00 0.00 0.000

16 B.SOR It - 9.1 (A) (i) P - 40 Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material including dewatering etc. complete.Ordinary soil Upto 3M depth 1946.23 Cum 146.00 284150.00 0.00 0.00 238.45 34813.00 956.60 139664.00 378.00 55188.000 294.40 42982.00 0.00 78.78 11502.000

17 Br.SOR It -9.9 A (i) P - 41 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. Using concrete mixer PCC Grade M15 637.60 Cum 3768.00 2402471.00 0.00 0.00 160.25 603822.00 0.00 391.50 1475172.000 0.00 0.00 85.85 323477.000

18 R.SOR Item 9.5 (D) P - 40 Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . )1000 mm dia. 50.00 meter 5370.00 268500.00 0.00 0.00 50.00 268500.00 0.00 0.000 0.00 0.00 0.000

19 It - 3.9 P - 22 B-SOR Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200. (i) Granular material 549.22 Cum 905.00 497040.00 0.00 0.00 48.22 43635.00 168.40 152402.00 0.000 0.00 332.6 301003.00 0.000

20 B.SOR It -2.3 P -13 Sand Filling in Foundation Trenches as per Drawing & Technical Specifications. 149.35 Cum. 1234.00 184298.00 0.00 0.00 0.00 0.00 112.55 138887.00 0.000 36.80 45411.00 0.00 0.000

21 Br.SOR It -2.6 A (i) P - 13 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. Using concrete mixer PCC Grade M15 187.04 Cum. 4613.00 862816.00 0.00 0.00 0.00 0.00 85.05 392336.00 0.000 36.80 169758.00 65.19 300721.00 0.000

22 Br.SOR It -2.6 A (ii) P - 13 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. Using concrete mixer PCC Grade M20 988.35 Cum. 5247.00 5185872.00 0.00 0.00 0.00 0.00 376.15 1973659.00 0.000 159.36 836162.00 452.84 2376051.00 0.000

23 B.SOR It -3.6 A (a) (ii) P - 20 Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200. Height upto 5m Using batch type concrete mixer with integrated weigher. P.C.C. Grade M-20 691.06 Cum. 5551.00 3836074.00 320.35 1778263.00 0.000 182.00 1010282.00 188.71 1047529.00 0.000

24 B.SOR It -3.6 D (a) (i) P - 20 Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200. Height upto 5m Using batch type concrete mixer with integrated weigher. P.C.C. Grade M-20 29.05 Cum. 5603.00 162767.00 29.05 162767.00 0.000 0.00 0.00 0.000

25 It - 4.1 B I (a) (i) P - 24 B-SOR Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 (Newly laid concrete shall be covered by gunny bags).RCC Grade M30 For Solid Slab Super Structure Using Concrete Mixer Height upto 5m 303.38 Cum. 6973.00 2115469.00 39.00 271947.00 0.000 0.00 264.38 1843522.00 0.000

26 It - 4.2 P - 27 B-SOR Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications 42.43 MT 70101.00 2974385.00 6.81 477037.00 0.000 0.00 35.625 2497348.00 0.000

27 It - 4.2 B P - 27 B-SOR Filler joint Providing & fixing 20 mm thick compressible fiber board (12 m long x 25 cm deep ) in expansion joint complete as per drawing & Technical Specification. 66.90 Sqm 1204.00 80548.00 30.00 36120.00 0.000 0.00 36.90 44428.00 0.000

28 It -3.17 P - 22 B-SOR Providing and fixing in position tar paper bearing for slab as per approved drawings and specification. 108.00 Sqm. 66.00 7128.00 30.00 1980.00 0.000 0.00 78.00 5148.00 0.000

29 It - 3.8 P - 21 B-SOR Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia. AC pipe, extending through the full width of the structure with slope of 1 V: 20 H towards drawing face. Complete as per drawing and Technical specifications section 2706 and 2200. 795.60 RM 321.00 255388.00 312.00 100152.00 0.000 377.60 121210.00 106.00 34026.00 0.000

30 It -3.10 P - 22 B-SOR Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 and 2200. 356.68 Cum. 1926.00 686966.00 160.05 308256.00 0.000 120.00 231120.00 76.63 147589.00 0.000

31 Rd-SOR It -4.1 (b) (ii) P - 15 Granular Sub-base as per Table:- 400-1 Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401 Plant mix method (with Mechanically crushed stone only) For Sub-base cum drainage layer or upper sub-base with Grading-VI Material 140.65 Cum. 1363.00 191706.00 140.65 191706.00 0.000 0.00 0.00 0.000

32 R-SOR It No. 8.14 ii P. No. 31 Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary Kilometer stone (Precast) 4.00 Each 1460.00 5840.00 4.00 5840.00 0.000 0.00 0.00 0.000

33 R-SOR It No. 8.14 iii P. No. 31 Kilo Meter Stone (Reinforced cement concrete M15grade kilometer stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Hectometer stone (Precast) 12.00 Each 410.00 4920.00 12.00 4920.00 0.000 0.00 0.00 0.000

34 8.4Ca(i) Amnded Retro reflectorized Traffic signs (Providing and fixing of retro reflectorized cautionary ,mandatory and informatory sign as per IRC : 67-2012 made of retro reflective type sheeting vide clause 801.3, fixed over aluminium sheeting of required thickness supported on a mild steel back frame of ISA 40x 40x5 mm and mild steel angle post 75mm x75mm x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x45 cm x60 cm ,60 cm below ground level as per approved drawing and painting all components of the signs and supported as per clause 7.2 of IRC 67-2012 Made of Class A High intensitysuper engineering grade sheeting of Type II (for village road) With aluminium sheeting of 1.5 mm thickness 900 mm equilateral triangle (Chevron Board) 9.00 Each 3831.00 34479.00 9.00 34479.00 0.000 0.00 0.00 0.000

35 8.4Ca(ii) Amded Retro reflectorized Traffic signs (Providing and fixing of retro reflectorized cautionary ,mandatory and informatory sign as per IRC : 67-2012 made of retro reflective type sheeting vide clause 801.3, fixed over aluminium sheeting of required thickness supported on a mild steel back frame of ISA 40x 40x5 mm and mild steel angle post 75mm x75mm x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x45 cm x60 cm ,60 cm below ground level as per approved drawing and painting all components of the signs and supported as per clause 7.2 of IRC 67-2012 Made of Class A High intensitysuper engineering grade sheeting of Type II (for village road) With aluminium sheeting of 1.5 mm thickness 800 mm X 600 mm rectangular 9.00 Each 4507.00 40563.00 9.00 40563.00 0.000 0.00 0.00 0.000

36 8.4Cb(iv) Amnded Retro reflectorized Traffic signs (Providing and fixing of retro reflectorized cautionary ,mandatory and informatory sign as per IRC : 67-2012 made of retro reflective type sheeting vide clause 801.3, fixed over aluminium sheeting of required thickness supported on a mild steel back frame of ISA 40x 40x5 mm and mild steel angle post 75mm x75mm x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x45 cm x60 cm ,60 cm below ground level as per approved drawing and painting all components of the signs and supported as per clause 7.2 of IRC 67-2012 Made of Class A High intensitysuper engineering grade sheeting of Type II (for village road) With aluminium sheeting of 1.5 mm thickness With aluminium sheeting of 1.5 mm thickness 600 mm X 600 mm square 12.00 Each 3598.00 43176.00 12.00 43176.00 0.000 0.00 0.00 0.000

37 R-SOR It No. 8.6 C P. No. 30 Amendment Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro reflectorized sign as per IRC:67-2012 made of Micro prismatic grade type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm,60cm below ground level as per approved drawing) Made of Class B High intensity micro Prismatic grade sheeting of Type IV (for MDR road) 17.28 sqm 8115.00 140227.00 17.28 140227.00 0.000 0.00 0.00 0.000

38 R-SOR It No. 8.20 P. No. 32 Providing & Fixing Hazard Marker Type-2 Partial Retro Reflective Size 0.30 x 0.90M made of 16 gauge (1.6 mm) thick mild steel sheet Confirming to IS:2062 Painted with one cast of Zinc Chromate Stoving Primer and two coats of Black Stove Enamel (Oven Baked) paint with 10 cm bands of ellow Retro- Reflective Sheeting of ngineering Grade pasted a per IRC:79 ncluding one MS angle Iron post of size 50x50x5 mm of 1.65 meter long duly painted with synthetic enameled paint block ncluding bolts and fixing the same in M-15 concrete black of size 30x30x30cm, including transportation etc. Complete 75.00 Each 1491.00 111825.00 75.00 111825.00 0.000 0.00 0.00 0.000

39 R-SOR It - 9.12 P - 40 Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification 202.50 Cum 2079.00 420998.00 202.50 420998.000 0.00 0.00 0.000

40 R-SOR It - 9.11 P - 40 Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications 303.75 Cum 2413.00 732949.00 303.75 732949.000 0.00 0.00 0.000

41 B SOR 2.24 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical pecifications as per section 1600. 24.77 MT 68693.00 1701196.00 0.000 3.19 218938.00 21.578 1482258.00 0.000

42 B SOR 3.7 Supplying, fitting and placing HSD (High Strength Deformed Steel) bars reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200 21.64 MT 69002.00 1492858.00 0.000 3.64 251167.00 17.995 1241691.00 0.000

43 2.1/13 I (i) Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soilUpto 3 m depth 936.92 Cum 146.00 136790.00 0.000 0.00 936.92 136790.00 0.000

44 2.1/13 I (ii) Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil 3 m to 6 m depth 24.40 Cum 167.00 4075.00 24.40 4075.00 0.000

45 2.1 (ii) Extra Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition) 880.11 Cum 29.20 25699.00 880.11 25699.00 0.000

46 2.1 II Ordinary rock (Not required blasting) 229.17 Cum 246.00 56376.00 229.17 56376.00 0.000

47 2.1 II Add Extra Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition) 229.17 Cum 49.20 11275.00 229.17 11275.00 0.000

48 2.6 A (iii) Plain/ Reinforced cement concrete in open foundation complete as per drawing and technical specification.Using concrete mixer RCC Grade M-30 104.34 Cum 5992.00 625205.00 104.34 625205.00 0.000

49 2.2/13 Filling Annular Space Around Footing in Rock(Lean cement concrete M15 nominal mix 91.76 Cum 4613.00 423289.00 91.76 423289.00 0.000

50 2.25 (i) Taking exploratory boring 100 mm dia. at the location of piers and abutments or for high embankments in approaches in all types of strata as per I.R.C. 78-2014 and section 2400 of specifications for collection of samples at different depth (rock sample and undisturbed soil sample) and test including preserving core samples as per specifications.Upto 1.0 m below bed level 5.00 each 5951.00 29755.00 5.00 29755.00 0.000

51 2.25 (ii) Taking exploratory boring 100 mm dia. at the location of piers and abutments or for high embankments in approaches in all types of strata as per I.R.C. 78-2014 and section 2400 of specifications for collection of samples at different depth (rock sample and undisturbed soil sample) and test including preserving core samples as per specifications. Beyond 1.0 m upto 5.0 m depth 25.00 meter 1300.00 32500.00 25.00 32500.00 0.000

52 2.25 (iii) Taking exploratory boring 100 mm dia. at the location of piers and abutments or for high embankments in approaches in all types of strata as per I.R.C. 78-2014 and section 2400 of specifications for collection of samples at different depth (rock sample and undisturbed soil sample) and test including preserving core samples as per specifications. Beyond 5.0 m depth 25.00 meter 1475.00 36875.00 25.00 36875.00 0.000

53 3.6 D (a) (iii) /21 Providing and laying Plain/reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 Height upto 5m Using Concrete Mixer R.C.C. Grade M-30 118.51 Cum 6370.00 754909.00 118.51 754909.00 0.000

54 4.4/27 Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical specification . 42.79 Cum 11847.00 506933.00 42.79 506933.00 0.000

55 4.5/27 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm. true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, center to center spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawing and technical specification as per relevant cluses of section 1500, 1600, 1700 and 2703 (vide drawing No. SD/202, SD/304) 104.00 meter 1874.00 194896.00 104.00 194896.00 0.000

56 4.9/27 Drainage Spouts complete as per drawing and Technical specification of section 2705. 16.00 Each 2007.00 32112.00 16.00 32112.00 0.000

57 4.10/27 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical Specification and as per relevant section 2700. 18.98 Cum 4437.00 84214.00 18.98 84214.00 0.000

58 4.11/28 Providing and laying M-30 grade Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification and as per relevant sections 1500, 1600, 1700 and 2704 31.64 Cum 9467.00 299536.00 31.64 299536.00 0.000

59 4.20/29 Painting on kerbs in black and yellow alternate bands including cost of material and labour complete as per drawing and specification as per clause 803.With Road Marking Paint 104.00 Rm 56.00 5824.00 104.00 5824.00 0.000

60 4.26/30 Providing & fixing in position structural steel expansion joint i/c cutting riveting bolting welding as per MORTH Std. drawing No. BD/1-69'B' and specification as per section 1000, 1900 and 2600. 60.00 meter 2500.00 150000.00 60.00 150000.00 0.000

61 4.1 B Granuler Sub-base as per table :- 400-1 Construction of granuler sub-base by providing close graded Material, carriage of mixed Material to work site spreding in uniform layers with motor grader on prepared surface watering rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401. By Mix in place method Disintegrated rock i.e moorum having CBR value not less than 20 and P.I. and L.L. not more than 6 and 20 respectively. 172.80 cum 460.00 79488.00 0.00 172.8 79488.000

62 9.5 B Providing & laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe.( laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.900 mm dia 40.00 meter 4874.00 194960.00 0.00 40.00 194960.000

Sub Engineer Executive Engineer

P.W.D. Division Mahasamund (C.G.)

DETAILED ESTIMATE

Detail Estimate For Construction of Parsadih To Lahangar Road Length 3.00 km

Drain Work ( 0.60 x 0.60 M.)

S. No. ITEM No. P. No. SUB-HEAD Measurement QTY UNIT RATE AMOUNT

1 R-SOR It-3.25 (i) P. No. 11 Construction of RCC Drain/Cover/Chamber Conbstruction of RCC Drain/Cover /Chamber Excavation for drain (Earth Work in excavation for drain/chamber as per drawing and technical specification, including setting out, Construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ch :- 1900 To 2200 Village Saradih = 400 M. Both Side = 800m 1 700.00 1.20 1.00 840.00 Cum. 140.00 117600.00

2 R-SOR It - 3.25 P. No. 14 (ii) Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement. with RCC M-20

3 Road 3.25 (iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/ chamber complete as per Drawing and Technical Specifications.

Take @ 60.0 kg per cum 13797.00 Kg.

4 Road 9.9 Plain cement concrete complete as per drawing and Technical Specifications

Total Rs. 2164439.00

Sub Engineer Sub Divisional Officer Executive Engineer

P.W.D. Sub Division No.1 Mahasamud (C.G.) P.W.D. Division Mahasamud (C.G.)

Detail Estimate For Construction of Parsadih To Lahangar Road Length 3.00 km at Ch. 1450

ABSTRACT BRIDGE PART

S.No. PARTICULAR OF ITEM QTY RATE UNIT AMOUNT

2.1/13 I (i) Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soilUpto 3 m depth 936.92 146.00 Cum 136790.00

2.1/13 I (ii) Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil 3 m to 6 m depth 24.40 167.00 Cum 4075.00

2.1 (ii) Extra Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition) 880.11 29.20 Cum 25699.00

2.1 II Ordinary rock (Not required blasting) 229.17 246.00 Cum 56376.00

2.1 II Add Extra Add extra 20% in the rates of above items for dewatering (Assessment of dewatering shall be made as per site condition) 229.17 49.20 Cum 11275.00

2.6 A (i) Plain/ Reinforced cement concrete in open foundation complete as per drawing and technical specification. Using concrete mixer PCC Grade M15 65.19 4613.00 Cum 300721.00

2.6 A (ii) Plain/ Reinforced cement concrete in open foundation complete as per drawing and technical specification. Using concrete mixer PCC Grade M20 452.84 5247.00 Cum 2376051.00

2.6 A (iii) Plain/ Reinforced cement concrete in open foundation complete as per drawing and technical specification.Using concrete mixer RCC Grade M-30 104.34 5992.00 Cum 625205.00

2.2/13 Filling Annular Space Around Footing in Rock(Lean cement concrete M15 nominal mix 91.76 4613.00 Cum 423289.00

2.24/18 Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specification as per section 1600. 21.578 68693.00 MT 1482258.00

2.25 (i) Taking exploratory boring 100 mm dia. at the location of piers and abutments or for high embankments in approaches in all types of strata as per I.R.C. 78-2014 and section 2400 of specifications for collection of samples at different depth (rock sample and undisturbed soil sample) and test including preserving core samples as per specifications.Upto 1.0 m below bed level 5.00 5951.00 each 29755.00

2.25 (ii) Taking exploratory boring 100 mm dia. at the location of piers and abutments or for high embankments in approaches in all types of strata as per I.R.C. 78-2014 and section 2400 of specifications for collection of samples at different depth (rock sample and undisturbed soil sample) and test including preserving core samples as per specifications. Beyond 1.0 m upto 5.0 m depth 25.00 1300.00 meter 32500.00

2.25 (iii) Taking exploratory boring 100 mm dia. at the location of piers and abutments or for high embankments in approaches in all types of strata as per I.R.C. 78-2014 and section 2400 of specifications for collection of samples at different depth (rock sample and undisturbed soil sample) and test including preserving core samples as per specifications. Beyond 5.0 m depth 25.00 1475.00 meter 36875.00

3.6 A (a) (ii) /21 Providing and laying Plain/reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200.Height upto 5m Using Concrete Mixer P.C.C. Grade M-20 188.710 5551.00 Cum 1047529.00

3.6 D (a) (iii) /21 Providing and laying Plain/reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 Height upto 5m Using Concrete Mixer R.C.C. Grade M-30 118.510 6370.00 Cum 754909.00

3.7/21 Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification section 1600 and 2200. 17.9950 69002.00 MT 1241691.00

3.8/21 Providing weep holes in Brick masonary/Plain/Reinforced concrete abutment wing wall/return wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and technical specification section 2706 and 2200. 106.00 321.00 meter 34026.00

3.9 (i) /22 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200. Granular material 332.600 905.00 Cum 301003.00

3.10/22 Providing and laying of filter media, with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORT&H specifications to a thikness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 2200. 76.63 1926.00 Cum 147589.00

3.17/22 Providing and fixing in position tar paper bearing for slab as per approved drawing and specification. 78.00 66.00 Sqm. 5148.00

4.1 B I (a) (i) /24 Furnishing and Placing Reinforced / Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700. RCC Grade M 30 For Solid Slab Super Structure Using Concrete Mixer Height upto 5m 264.380 6973.00 Cum 1843522.00

4.2/27 Supplying, Fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. 35.6250 70101.00 MT 2497348.00

4.4/27 Providing and laying cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical specification . 42.7900 11847.00 Cum 506933.00

4.5/27 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm. true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, center to center spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawing and technical specification as per relevant cluses of section 1500, 1600, 1700 and 2703 (vide drawing No. SD/202, SD/304) 104.00 1874.00 meter 194896.00

4.9/27 Drainage Spouts complete as per drawing and Technical specification of section 2705. 16.00 2007.00 Each 32112.00

4.10/27 PCC M15 Grade leveling course below approach slab complete as per drawing and Technical Specification and as per relevant section 2700. 18.980 4437.00 Cum 84214.00

4.11/28 Providing and laying M-30 grade Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification and as per relevant sections 1500, 1600, 1700 and 2704 31.64 9467.00 Cum 299536.00

4.14 B Filler joint Providing & fixing 20 mm thick compressible fiber board (12 m long x 25 cm deep ) in expansion joint complete as per drawing & Technical Specification. 36.90 1204.00 Sqm 44428.00

4.20/29 Painting on kerbs in black and yellow alternate bands including cost of material and labour complete as per drawing and specification as per clause 803.With Road Marking Paint 104.00 56.00 Rm 5824.00

4.26/30 Providing & fixing in position structural steel expansion joint i/c cutting riveting bolting welding as per MORTH Std. drawing No. BD/1-69'B' and specification as per section 1000, 1900 and 2600. 60.00 2500.00 meter 150000.00

TOTAL FOR SUPER STRUCTURE 5658813

GRAND TOTAL 14731577.00 14731577

Sub Engg. Sub Divisional Officer ExecutiveEngineer

PWd(B/R) Sub Dn.-1 PWd(B/R) Mahasamund Dn.

Mahasamund Mahasamund

Detail Estimate for Construction of 4.00 m span slab culvert 2126985.00

S. No. Item No. Particular Measurment Qty. Unit Rate Amount

Page Nos. L W H/D

2 B.SOR It - 2.1 P - 13 Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material including dewatering etc. complete. A1 & A2 2 11.60 2.850 2.90 191.75 Cum.

(A) Ordinary soil R wall 4 2.13 2.40 2.90 59.30 Cum.

(i) Upto 3M depth 251.05 Cum. 146.00 36653.00

3 B.SOR It -2.3 P -13 Sand Filling in Foundation Trenches as per Drawing & Technical Specifications.

4 Br.SOR It -2.6 P - 13 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.

A Using concrete mixer A1 & A2 2 11.60 2.850 0.20 13.22

(i) PCC Grade M15 R wall 4 2.13 2.40 0.20 4.09

5 B.SOR It -3.6 P - 20 Providing and laying Plain / Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags).

A Height upto 5m

(a) Using concrete Mixer

D Height upto 5m

(a) Using concrete Mixer

(ii) R.C.C. Grade M-20

B.SOR It -3.7 P - 20 Supplying, fitting and placing HSD (High Strength Deformed Steel) bars reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200.

Item no.4( PCC Grade M 20) .@ 20.00 Kg/Cum 96.520 1.93

Item no.4( RCC Grade M 20) .@ 100.00 Kg/Cum 14.760 1.48

6 It - 4.1 P - 24 B-SOR Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification sections 1500, 1600 and 1700 (Newly laid concrete shall be covered by gunny bags).

B RCC Grade M30

I For Solid Slab Super Structure

(a) Using Concrete Mixer

(i) Height upto 5m Slab 1 10.00 4.80 0.425 20.40

7 It - 4.2 P - 27 B-SOR Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications Take @ 100 kg/Cum 20.40 2.040 MT 70101.00 143006.00

8 B-SOR It - 4.14 P - 28 Filler joint

B Providing & fixing 20 mm thick compressible fiber board (12 m long x 25 cm deep ) in expansion joint complete as per drawing & Technical Specification. 2 10.00 0.425 8.50 Sqm 1204.00 10234.00

9 It -3.17 P - 22 B-SOR Providing and fixing in position tar paper bearing for slab as per approved drawings and specification. 2 10.00 0.425 8.50 Sqm. 66.00 561.00

10 It - 3.8 P - 21 B-SOR Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia. AC pipe, extending through the full width of the structure with slope of 1 V: 20 H towards drawing face. Complete as per drawing and Technical specifications section 2706 and 2200. Abut & Return 9 1.70 15.30 2.35

11 It - 3.9 P - 22 B-SOR Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200. (i) Granular material A1 & A2 2 11.60 0.30 1.60 11.14

It - 4.4 P - ... B-SOR Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications as per relevant clause of section 2700. 1 10 4.8 0.075 3.60 Cum 11847.00 42649.00

It - 5.5 P - ... B-SOR Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification including trimming of slopes to proper profile and preparation of bed as per section 2504. 4 3.14*1.4*1.4)/4 2.8 0.15 2.59 Cum 2079.00 5385.00 1.54

It - 5.4A P - ... B-SOR Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications as per section 2504.

12 It -3.10 P - 22 B-SOR Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 and 2200. Abtmt 2 (7.1+6.8)/2 0.60 2.45 20.43 6.95

13 Rd-SOR It -3.12 P - 12 Construction of embankment with Material Obtained from Borrow Pits/Borrow Area (Construction of embankment with approved material/selected soil having C.B.R.>5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)

Diversion Road 1 80.00 5.50 0.30 132.0

14 Rd-SOR It -4.1 P - 15 Granular Sub-base as per Table:- 400-1

Construction of granular sub-base by providing graded Material, , carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface watering, rolling and compacting with vibratory power roller at OMC to achieve the desired density, complete as per clause 401

Plant mix method (with Mechanically crushed stone only)

(b) For Sub-base cum drainage layer or upper sub-base with

(ii) Grading-VI Material 1 80.00 3.75 0.15 45.00 Cum. 1363.00 61335.00

Sub Engineer Sub Divisional Officer ExecutiveEngineer

PWd(B/R) Sub Dn.-1 PWd(B/R) Mahasamund Dn.

Mahasamund Mahasamund