NIT NO. 45/Durg(Durg)/2026

NIT SCHEDULE FOR BALANCE WORK UPGRADATION OF RISAMA TO UTAI ROAD I/C. CULVERTS (LENGTH 10.70 K.M.) AT DISTT. DURG

PAC AMOUNT= 167.39 Lacs 167.39156

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

1 PWD PWD ROAD 2015 3.11 Scarifying existing bituminous surface to a depth of 50 mm (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead up to 1000 meters) as per clause 305.4.3. 1335.00 Sqm. 23.00 30705.00 31050.00 345.00

2 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. 960.00 Cum. 95.00 91200.00 1249.5 32298.00 -58902.00

3 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) 1013.00 Cum. 250.00 253250.00 322848.00 69598.00

4 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 (A) Plant mix method (with Mechanically crushed stone only) 0.00

(b) For Sub-base cum drainage layer or upper sub-base with (i) Grading-V Material 1642.37 Cum. 1372.00 2253332.00 2253332.00 0.00

(a) For Lower Sub-base with (ii) Grading-IV Material 1313.67 Cum 1458.00 1915331.00 1915331.00 0.00

5 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.) 2197.07 Cum. 1434.00 3150606.00 3150606.00 0.00

6 PWD PWD ROAD 2015 5.1 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. (i) on WBM/WMM surface @0.85 Kg/sqm. 9792.51 Sqm. 64.00 626721.00 584223.00 -42498.00

7 PWD PWD ROAD 2015 5.2 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.(ii) Granular surfaces treated with primes @ 0.30 kg /Sqm 9792.51 Sqm. 17.00 166473.00 155184.00 -11289.00

8 PWD PWD ROAD 2015 5.4 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.) B With mechanical paver finisher for (ii)Grading-II(26.5 mm nominal size bitumen content 4.50%) 502.07 Cum 7916.00 3974386.00 3974386.00 0.00

9 PWD PWD ROAD 2015 5.5 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) B With mechanical paver finisher for (iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 % 293.78 Cum 9812.00 2882569.00 2687016.00 -195553.00

10 PWD ROAD PWD ROAD 2015 4.13 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% respectively, 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. B With smooth wheeled roller 438.57 Cum 277.00 121484.00 121484.00 0.00

12 PWD ROAD PWD ROAD 2015 3.25(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 10.08 Cum 4146.00 41792.00 41792.00 0.00

13 PWD ROAD PWD ROAD 2015 3.25(III) (iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications. 0.30 MT 56301.00 16890.00 14075.00 -2815.00

14 PWD PWD ROAD 2015 3.20 Construction of RCC open drain 0.60m x 0.60m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling 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. 286.00 Metre 2592.00 741312.00 933120.00 191808.00

15 PWD PWD ROAD 2015 9.5 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 . ) 0.00

16 PWD PWD ROAD 2015 9.1 Excavation for Structures (Earth work in excavation of foundationof structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumpsand other deleterious matter, dressing of sides and bottom andbackfilling with approved material.) Ordinary soil Up to 3 m depth 63.00 Cum 146.00 9198.00 9198.00 0.00

17 PWD PWD ROAD 2015 9.9 Plain cement concrete complete as per drawing and Technical Specifications 0.00

20 PWD PWD BRIDGE 2015 4.1 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).(A) RCC Grade M25 (I)For Solid Slab Super Structure (a) Using Concrete Mixer (i) Height upto 5m 38.08 Cum 6877.00 261876.00 261876.00 0.00

21 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 0.571 M.T. 70101.00 40042.00 40042.00 0.00

22 PWD PWD ROAD 2015 8.14 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) (II) Ordinary Kilometer stone (Precast ) 9.000 Each 1460.00 13140.00 13140.00 0.00

PWD PWD ROAD 2015 8.14 (III)Hectometer stone (Precast) 36.000 Each 410.00 14760.00 14760.00 0.00

23 PWD PWD ROAD 2015 8.16 Providing painting figuring and numbering to culverts upto 6 m span complete as per IRC specifications. 28.000 Each 217.00 6076.00 6076.00 0.00

24 PWD PWD ROAD 2015 8.8 Painting on Concrete Surfaces A) Two coats on new surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) 211.680 Sqm. 62.00 13124.00 13124.00 0.00

25 PWD PWD ROAD 2015 8.20 Painting on Concrete Surfaces A) Two coats on new surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) 28.000 Each 1491.00 41748.00 41748.00 0.00

Sub Engineer Sub Divisional Officer Executive Engineer

P.W.D. Sub Division No. 01 Durg (C.G.) P.W.D. Division Durg (C.G.)

DETAIL ESTIMATE FOR BALANCE WORK UPGRADATION OF RISAMA TO UTAI ROAD I/C. CULVERTS (LENGTH 10.70 K.M.) AT DISTT. DURG

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

1 R.SOR ITEM NO. 3.11 Scarifying existing bituminous surface to a depth of 50 mm (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead up to 1000 meters) as per clause 305.4.3. 1 445.00 3.00 1335.00

2 R.SOR ITEM NO. 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.

Excavation as per attached sheet Total 960.00 Cum 95.00 91200.00 2 32298.00

3 R.SOR ITEM NO. 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)

4 R.SOR ITEM NO. 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

A Plant mix method (with Mechanically crushed stone only)

(a) For Lower Sub-base with Grading-III Material

A Plant mix method (with Mechanically crushed stone only)

(a) For Lower Sub-base with

(ii) Grading-IV Material

5 R.SOR ITEM NO. 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.)

6 R.SOR ITEM NO. 5.1 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.

I On WBM/WMM surface @0.85 Kg/sqm.

Add 2 % for curve & Jn 192.01

7 R.SOR ITEM NO. 5.2 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.

II Granular surfaces treated with primes @ 0.30 kg /Sqm

Add 2 % for curve & Jn 192.01

8 R.SOR ITEM NO. 5.4 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.)

B. With Mechanical paver finisher

(ii) for Grading-II (26.5 mm nominal size bitumen content 4.50%)

Add 2 % for curve & Jn 9.84

9 R.SOR ITEM NO. 5.5 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)

B With mechanical paver finisher

(iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 %

Add 2 % for curve and Jn. 5.76

10 R.SOR ITEM NO. 4.13 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. 2 886.00 (1.50+180)/2 0.15 438.57 Cum 277.00 121484.00 11 121484.00

B With smooth wheeled roller

11 R.SOR ITEM NO. 3.20 (ii) Construction of RCC open drain 0.60m 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) leveling 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 1 286.00 286.00

12 R.SOR ITEM NO. 3.25 (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 1 80.00 0.84 0.150 10.08

(iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/ chamber complete as per Drawing and Technical Specifications. 10.08 cum @ 30.00 kg/cum 0.30 MT 56301.00 16890.00 14 14075.00

13 R.SOR ITEM NO. 8.14 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)

II Ordinary Kilometer stone (Precast) 9 - - - 9 Each 1460.00 13140.00 22 13140.00

III Hectometer stone (Precast) 36 - - - 36 Each 410.00 14760.00 23 14760.00

14 R.SOR ITEM NO. 8.16 Providing painting figuring and numbering to culverts upto 6 m span complete as per IRC specifications.

15 R.SOR ITEM NO. 8.8 (A) Painting on Concrete Surfaces A) Two coats on new surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)

1 span of 1.50 m slab culvert 2x14 6.30 1.20 211.68

16 R.SOR ITEM NO. 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 yellow Retro- Reflective Sheeting of Engineering Grade pasted a per IRC:79 including one MS angle Iron post of size 50x50x5 mm of 1.65 meter long duly painted with synthetic enameled paint block including bolts andfixing the same in M-15 concrete black of size 30x30x30cm,including transportation etc. complete.

17 SOR ITEM NO. 9.1 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 Up to 3 m depth

18 R.SOR ITEM NO. 9.9 Plain cement concrete complete as per drawing and Technical Specifications (i) PCC Grade M 15

19 R.SOR ITEM NO. 9.5 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 . )

(B) 600 mm dia ( For Kharif Irrigation Crossings) 2 10.00 20.00 Rm 2459.00 49180.00 17 49180.00

20 B.SOR ITEM NO. 4.1 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).(A) RCC Grade M25 (I)For Solid Slab Super Structure (a) Using Concrete Mixer (i) Height upto 5m

21 B.SOR ITEM NO. 4.2 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications 15kg/cum of 38.08 Cum 0.57 MT 70101.00 40042.00 19 40042.00

Sub Engineer Sub Divisional Officer Executive Engineer 0.00

Pwd Sub Division No.1 Durg Pwd Durg Division Durg

NIT SCHEDULE FOR BALANCE WORK UPGRADATION OF RISAMA TO UTAI ROAD I/C. CULVERTS (LENGTH 1.377 K.M.) AT DISTT. DURG

PAC AMOUNT= 109.71 Lacs 167.39156

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

2 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. 284.80 Cum. 95.00 27056.00

3 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) 1028.98 Cum. 250.00 257245.00 5.5

4 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 (A) Plant mix method (with Mechanically crushed stone only)

(b) For Sub-base cum drainage layer or upper sub-base with (i) Grading-V Material 1292.86 Cum. 1372.00 1773804.00

5 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.) 1877.55 Cum. 1434.00 2692407.00

6 PWD PWD ROAD 2015 5.1 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. (i) on WBM/WMM surface @0.85 Kg/sqm. 7267.50 Sqm. 64.00 465120.00

7 PWD PWD ROAD 2015 5.2 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.(ii) Granular surfaces treated with primes @ 0.30 kg /Sqm 7931.52 Sqm. 17.00 134836.00

8 PWD PWD ROAD 2015 5.4 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.) B With mechanical paver finisher for (ii)Grading-II(26.5 mm nominal size bitumen content 4.50%) 363.38 Cum 7916.00 2876516.00

9 PWD PWD ROAD 2015 5.5 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) B With mechanical paver finisher for (iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 % 237.95 Cum 9812.00 2334765.00

10 PWD ROAD PWD ROAD 2015 4.13 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% respectively, 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. B With smooth wheeled roller 508.00 Cum 277.00 140716.00

11 PWD ROAD PWD ROAD 2015 3.25(I) Construction of RCC Drain/Cover/Chamber (i) 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.) 72.00 Cum 140.00 10080.00

12 PWD ROAD PWD ROAD 2015 6.6 (I) Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads) (i) P.C.C. M-10 12.00 Cum 2789.00 33468.00

13 PWD ROAD PWD ROAD 2015 3.25(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 35.44 Cum 4146.00 146934.00

14 PWD ROAD PWD ROAD 2015 3.25(III) (iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications. 1.378 MT 56301.00 77583.00

DETAIL ESTIMATE FOR BALANCE WORK UPGRADATION OF RISAMA TO UTAI ROAD I/C. CULVERTS (LENGTH 1.378 K.M.) AT DISTT. DURG

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

1 R.SOR ITEM NO. 3.11 Scarifying existing bituminous surface to a depth of 50 mm (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead up to 1000 meters) as per clause 305.4.3. 1 290.00 3.00 870.00 -65.00

2 R.SOR ITEM NO. 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.

Excavation as per attached sheet 2 357.00 2.20 0.500 785.40 2 se kam width me roller nahi chal payega

3 R.SOR ITEM NO. 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) 5.5

Below Shoulder (Beside Wmm) (ch 8686-9043) 2 357.00 0.50 0.185 66.05 4.3 10

4 R.SOR ITEM NO. 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 2.17

A Plant mix method (with Mechanically crushed stone only)

(a) For Lower Sub-base with

(ii) Grading-IV Material

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

(ii) Grading-V Material

5 R.SOR ITEM NO. 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.)

6 R.SOR ITEM NO. 5.1 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.

I On WBM/WMM surface @0.85 Kg/sqm.

Add 2 % for curve & Jn 182.21

7 R.SOR ITEM NO. 5.2 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.

II Granular surfaces treated with primes @ 0.30 kg /Sqm

Add 2 % for curve & Jn 182.21

8 R.SOR ITEM NO. 5.4 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.)

B. With Mechanical paver finisher

(ii) for Grading-II (26.5 mm nominal size bitumen content 4.50%)

Add 2 % for curve & Jn 10.02

9 R.SOR ITEM NO. 5.5 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)

B With mechanical paver finisher

(iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 %

Add 2 % for curve and Jn. 5.47

10 R.SOR ITEM NO. 4.13 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.

B With smooth wheeled roller 2 886.00 (1.50+1.80)/2 0.15 438.57

11 R.SOR ITEM NO. 3.25 Construction of RCC Drain/Cover/Chamber (i) 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.)

Excavation for Drain (350 m (Left side) +312 m(Right side) 1 662 0.8 0.6 317.76 Cum 140.00 44486.00 -65.00 -65.00

12 R.SOR ITEM NO. 6.6 Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads) (i) P.C.C. M-10

13 R.SOR ITEM NO. 3.25 (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

Drain (350 m (Left side) +312 m(Right side)

Raft for Drain 1 662 0.6 0.1 39.72

Drain Cover for old Drain 1 86.00 0.84 0.150 10.84

Drain Cover for old Drain 50 2.00 0.60 0.120 7.20

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

Steel For Drain 94.5 cum @ 45.00 kg/cum 4170.60

Steel for Drain Cover 18.04 cum @ 30.00 kg/cum 541.200 0.00128

Total in Kg 4711.80

14 R.SOR ITEM NO. 8.14 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)

II Ordinary Kilometer stone (Precast) 9 - - - 9 Each 1460.00 13140.00

III Hectometer stone (Precast) 36 - - - 36 Each 410.00 14760.00

15 R.SOR ITEM NO. 8.16 Providing painting figuring and numbering to culverts upto 6 m span complete as per IRC specifications.

R.SOR ITEM NO. 8.8 (A) Painting on Concrete Surfaces A) Two coats on new surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)

1 span of 1.50 m slab culvert 2x14 8.50 1.20 285.60 3.1

16 R.SOR ITEM NO. 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 yellow Retro- Reflective Sheeting of Engineering Grade pasted a per IRC:79 including one MS angle Iron post of size 50x50x5 mm of 1.65 meter long duly painted with synthetic enameled paint block including bolts andfixing the same in M-15 concrete black of size 30x30x30cm,including transportation etc. complete.

17 SOR ITEM NO. 9.1 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 Up to 3 m depth

18 R.SOR ITEM NO. 9.9 Plain cement concrete complete as per drawing and Technical Specifications (i) PCC Grade M 15

Concrete For below pipe 2 10.00 2.10 0.150 6.30 Cum 3768.00 23738.00

19 R.SOR ITEM NO. 9.5 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 . )

(B) 600 mm dia ( For Kharif Irrigation Crossings) 2 10.00 20.00 Rm 2459.00 49180.00

20 B.SOR ITEM NO. 4.1 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).(A) RCC Grade M25 (I)For Solid Slab Super Structure (a) Using Concrete Mixer (i) Height upto 5m

Parapet wall for culvert 2X14 8.50 0.40 0.40 38.08 Cum 6877.00 261876.00

21 B.SOR ITEM NO. 4.2 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications 15kg/cum of 38.08 Cum 0.57 MT 70101.00 40042.00

Sub Engineer Sub Divisional Officer Executive Engineer 65.00

Pwd Sub Division No.1 Durg Pwd Durg Division Durg

COMPRETIVE SHEDULE FOR BALANCE WORK UPGRADATION OF RISAMA TO UTAI ROAD LENGTH 1.378 KM. I/C. CULVERTS AT DISTT. DURG (C.G.) Vide Ag. No. 375/DL/2020-21

S. No SOR Itom No Particular Unit Rate Qty AS PER REVISED T.S. Qty .AS PER Allready Execute Road Work Slab Culvert Pipe Culvert CH 5140 Drain & CD Pipe Pcc Retaining Wall Pcc Rretaining Wall 2 Toe Wall Saving with Respect to R.T.S. and Executed Work EXCESS WITH RESPECT TO ESTIMATE Proposed Balance work Saving with Respect to balance work Excess with Respect to balance work REMARK

Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount

1 R-SOR It - 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 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant clauses of section-200. Hect. 40680.00 8.17 332356.00 8.158 331867.00 6.970 283540.00 1.20 48816.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0120 488.00 0.0000 0 0.01 488.00

2 R-SOR It - 3.11 Scarifying existing bituminous surface to a depth of 50 mm (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead up to 1000 meters) as per clause 305.4.3. Sqm 23.00 24895.65 572600.00 22328.00 513544.00 24895.65 572600.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2567.6500 59056.00 0.00 2567.65 59056.00 2567.6500

3 R-SOR It - 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 mbankment site and unloading with all lifts and lead upto 1000 meters as per relevant clauses of section 300. Cum. 95.00 48305.00 4588975.00 47287.560 4492318.00 48305.000 4588975.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1017.4400 96657.00 284.8000 27056.00 732.64 69601.00 732.6400

4 R-SOR It - 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 7767.18 1732081.00 7767.180 1732081.00 0.00 7767.18 1732081.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.00 0.00 0.00 0.00 0.0000

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) Cum 80.00 6279.65 502372.00 5627.180 450174.00 6279.65 502372.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 652.4700 52198.00 0.00 652.47 52198.00 652.4700

6 R-SOR It - 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 122130.38 30532595.00 119804.326 29951082.00 122130.380 30532595.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2326.0540 581514.00 1028.9800 257245.00 1297.07 324269.00 1297.0740

7 4.1 (a) (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 (A) Plant mix method (with Mechanically crushed stone only) (a) For Lower Sub-base with (ii) Grading-IV Material Cum. 1458.00 15569.51 22700346.00 14053.103 20489424.00 15569.51 22700346.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1516.4070 2210921.00 0.00 1516.41 2210921.00 1516.4070

4.1 (b) (i) (A) Plant mix method (with Mechanically crushed stone only) (b) For Sub-base cum drainage layer or upper sub-base with (i) Grading-V Material Cum. 1372.00 18349.64 25175706.00 16587.262 22757723.00 15928.51 21853916.00 2421.13 3321790.00 0.00 0.00 0.00 0.00 0.00 0.00 1762.3780 2417983.00 1292.8600 1773804.00 469.52 644179.00 469.5180

(B)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. (For Village roads only) Cum. 460.00 392.70 180642.00 392.700 180642.00 0.00 392.70 180642.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.00 0.00 0.00 0.00 0.0000

8 R-SOR It - 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 19602.62 28110157.00 17113.11 24540204.00 18814.87 26980524.00 787.75 1129634.00 0.00 0.00 0.00 0.00 0.00 0.00 2489.5070 3569953.00 1877.5500 2692407.00 611.96 877546.00 611.9570

9 R-SOR It-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. i) on WBM/WMM surface @0.85 Kg/sqm Sqm. 64.00 72393.79 4633203.00 62383.37 3992536.00 72393.79 4633203.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10010.4200 640667.00 7267.5000 465120.00 2742.92 175547.00 2742.9200

10 R-SOR It-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. (ii) Granular surfaces treated with primes @ 0.30 kg /Sqm Sqm. 17.00 72393.79 1230694.00 62698.79 1065879.00 72393.79 1230694.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 9695.0000 164815.00 7931.5200 134836.00 1763.48 29979.00 1763.4800

11 R-SOR It-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.) B With mechanical paver finisher for Grading-II(26.5 mm nominal size bitumen content 4.50%) Cum. 7916.00 3981.66 31518821.00 3448.433 27297796.00 3981.66 31518821.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 533.2270 4221025.00 363.3800 2876516.00 169.85 1344509.00 169.8470

12 R-SOR It-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) B With mechanical paver finisher for Grading II (13.2 mm nominal size) with bitumen 6.0 % Type A ( 11.2 mm to 0.09 mm size aggregates ) Cum 9812.00 2171.81 21309800.00 1880.964 18456019.00 2171.81 21309800.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 290.8460 2853781.00 237.9500 2334765.00 52.90 519016.00 52.8960

13 R-SOR It - 4.13 B 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% respectively, 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. B With smooth wheeled roller Cum. 277.00 5272.02 1460350.00 3373.292 934402.00 5272.02 1460350.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1898.7280 525948.00 508.0000 140716.00 1390.73 385232.00 1390.7280

14 R-SOR It - 6.1 Dry Lean Cement Concrete Sub-base as per IRC:SP-49 (Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601.) Cum. 2332.00 442.50 1031910.00 442.500 1031910.00 442.50 1031910.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.00 0.000 0.00 0.00 0.00 0.00 0.0000

15 R-SOR It -6.7 Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base, coarse and fine aggregate conforming to IS:383, and graded as per table 600-3, mixed as per approved mix design at site, laid, spread, vibrated, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, de-bonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per clause 602.)With Cement concrete grade M-30 and minimum cement content @ 375 kg/cum. Cum. 4391.00 1707.29 7496710.00 1432.160 6288615.00 1707.29 7496710.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 275.1300 1208096.00 0.00 275.13 1208096.00 275.1300

16 R-SOR It -3.20 (i) Construction of RCC open drain 1.0m x 1.0m inside dimension lined with 150 mm thick RCC M-20 walls, 150 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling course in PCC M-15 including excavation , dressing of sides and bottom, provision of HYSD reinforcement consisting 10 mm dia horizontal bars @ 150 mm c/c and L-shaped 10 mm dia vertical bars @ 150 mm c/c (L=1400 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. Meter 4905.00 564.00 2766420.00 564.00 2766420.00 564.00 2766420.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.00 0.000 0.00 0.00 0.00 0.00 0.0000

17 R-SOR It -3.20 (ii) Construction of RCC open drain 0.60m x 0.60m inside dimension lined with 120 mm thick RCC M-20 walls, 120 mm thick CC M-20 foundation, over 100 mm thick (Av) leveling 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. Meter 2592.00 857.00 2221344.00 857.00 2221344.00 857.00 2221344.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.00 0.000 0.00 0.00 0.00 0.0000

18 R-SOR It -3.16 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 to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 meters (average lead 25 meters) Meter 44.00 5500.00 242000.00 5500.00 242000.00 5500.00 242000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.00 0.000 0.00 0.00 0.00 0.00 0.0000

19 R-SOR It -8.14 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) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.00 0.000 0.00 0.00 0.00 0.00 0.0000

20 R-SOR It -8.13 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:35-1997. The finished surface to be level, uniform and free from streaks and holes.) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.00 0.000 0.00 0.00 0.00 0.00 0.0000

21 R-SOR It -8.37 Providing and fixing Raised Pavement Markers made of polycarbonate ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 Kg tested in accordance to ASTM D 4280 type H and complying to specifications of category A of MORT&H(RW/NH-33023/10/97 -DO III Dtd. 11.06.1997). The pavement markers will be auto moulded by dual polymer shanks and must comply with all the MoRT&H specifications. The height, width and length shall not exceed 50 mm, 100 mm and 100 mm respectively and with minimum reflective area of 13 Sq.cm. on each side and slope to the base shall be 35 +/-5 degree. The strength of detachment of the integrated cylindrical shanks (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 kgf. Fixing will be by drilling holes on road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the Engineer-in-charge. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.00 0.000 0.00 0.00 0.00 0.00 0.0000

22 R-SOR It -8.4 Retro- reflectrorized Traffic signs (Providing and fixing of retro- reflectrorized cautionary, mandatory and informatory sign as per IRC:67-2012 made of retro-reflective type sheeting vide clause 801.3, fixed over aluminum sheeting of required thickness supported on a mild steel back frame of ISA 40 x 40 x 5 mm and mild steel angle iron post 75 mm x75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45cm x 60cm, 60 cm below ground level as per approved drawing and painting all components of the signs and supports as per clause 7.2of IRC:67-2012) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.00 0.000 0.00 0.00 0.00 0.00 0.0000

(A)Made of Class-C Micro Prismatic Grade Sheeting of Type XI(for national Highways and State Highways) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.00 0.000 0.00 0.00 0.00 0.00 0.0000

23 R-SOR It -8.5 Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorized sign as per IRC:67-2012 made of retro-reflective type sheeting and vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area not exceeding 0.9 sqm and fixed on a mild steel, back frame of ISA 40x40x5 mm, supported on a mild steel angle iron post of size 75 x 75 x 6 mm, firmly fixed to the ground with M15 grade cement concrete 45 x 45 x 60cm, 60cm below ground level as per approved drawing) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.00 0.000 0.00 0.00 0.00 0.00 0.0000

(A)Made of class-C Micro prismatic Grade Sheeting of Type IX ( for National Highways and State Highways) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.00 0.000 0.00 0.00 0.00 0.00 0.0000

24 R-SOR It -8.6 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 retro-reflective type sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area exceeding 0.9 sqm and fixed on a mild steel frame of size 40x40x 5 mm, suppoted on 2 Nos. mild steel angle iron posts of size 75mm x 75mm x 6mm, firmly fixed to the ground with M15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.00 0.000 0.00 0.00 0.00 0.00 0.0000

(A)Made of class-C Micro prismatic Grade Sheeting of Type IX ( for National Highways and State Highways) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.00 0.000 0.00 0.00 0.00 0.00 0.0000

25 R-SOR It -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 yellow Retro- Reflective Sheeting of Engineering Grade pasted a per IRC:79 including one MS angle Iron post of size 50x50x5 mm of 1.65 meter long duly painted with synthetic enameled paint block including bolts and fixing the same in M-15 concrete black of size 30x30x30cm, including transportation etc. Complete. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.00 0.000 0.00 0.00 0.00 0.00 0.0000

26 8.16 Providing painting figuring and numbering to culverts upto 6 m span complete as per IRC specifications. Each 217.00 0.000 0.00 0.00 0.00 0.00 0.0000

27 8.8 Painting on Concrete Surfaces A) Two coats on new surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) Each 62.00 0.000 0.00 0.00 0.00 0.00 0.0000

28 R-SOR It -8.19 Providing & Fixing Delineator made of M.S. Hollow Rectangular Pipe (Conforming to IS: 4923) of cross section 96mmx 48mm of 1.20 meter length. The top of the hollow pipe, welded and closed with 16 gauge M.S. Sheet. The height of the Delineator above ground level should be between 0.8 meter and 1.0 meter. The bottom of the delineator should be provided with holdfast of length 15cm on each side. Delineator should be painted with coat of Zinc Chromate stoving Prime and two coats of Black Stove Enamel (Oven Baked) paint with 3nos. 15 cm bands of white Retro-reflective Sheeting of Engineering Grade pasted around the pipe and 2 Nos. High intensity Grade Retro-reflective Sheeting of size 8 cm x 10cm pasted on the top of each side of Delineator and treated With HLVA & fixing the same in M-15 grade concrete block of size 30x30x30cms including transportation etc. complete. The construction and placement of the delineator must be as per IRC: 79. Each 1913.00 80.00 153040.00 0.00 80.00 153040.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 80.0000 153040.00 0.00 80.00 153040.00 80.0000

29 R-SOR It - 9.4 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). (B) 600 mm dia Meter 2617.00 40.00 104680.00 40.00 104680.00 0.00 40.00 104680.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.00 0.000 0.00 0.00 0.00 0.00 0.0000

30 B-SOR It - 1.4 (ix) Removing all type of hume pipes and stacking within a lead upto 1000 meters including earthwork and dismantling of masonry works around pipes. (A) Up to 1000 mm dia Meter 400.00 15.00 6000.00 15.00 6000.00 0.00 15.00 6000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.00 0.000 0.00 0.00 0.00 0.00 0.0000

31 B-SOR It - 1.4 Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead upto 1000 meters and as per relevant clauses of section-200 in (i) Lime / Cement Concrete A Lime Concrete, cement concrete grade M-10 and below Cum. 294.00 81.69 24017.00 81.69 24015.00 0.00 81.69 24017.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0050 1.00 0.00 0.00 1.00 0.0050

32 B-SOR It - 2.1 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. I Ordinary soil (i) Upto 3 m depth Cum. 146.00 6728.23 982322.00 6728.03 982293.00 0.00 3851.28 562287.00 49.18 7180.00 0.00 0.00 1764.06 257553.00 1063.71 155302.00 0.00 0.1990 29.00 0.00 0.20 29.00 0.1990

34 B-SOR It - 2.6 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. A Using concrete mixer (i) PCC Grade M15 Cum. 4613.00 1857.54 8568832.00 1853.27 8549144.00 0.00 1673.63 7720455.00 0.00 0.00 0.00 183.91 848377.00 0.00 0.00 4.2680 19688.00 0.00 4.27 19688.00 4.2680

35 B-SOR It - 2.24 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600. Cum. 68693.00 37.53 2578048.00 36.57 2512172.00 37.53 2578048.00 0.00 0.00 0.9590 65877.00 0.00 0.96 65877.00 0.9590

36 B-SOR It - 3.6 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 (i) P.C.C. Grade M-15 Cum. 4880.00 669.60 3267648.00 618.29 3017255.00 0.00 669.60 3267648.00 0.00 0.00 0.00 0.00 0.00 0.00 51.3100 250393.00 0.00 51.31 250393.00 51.3100

37 B-SOR It - 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. Cum. 69002.00 18.44 1272397.00 17.69 1220576.00 0.00 10.49 723831.00 0.00 0.00 0.00 7.95 548566.00 0.00 0.00 0.7510 51821.00 0.00 0.75 51821.00 0.7510

38 B-SOR It - 3.6 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). D Height upto 5m (a) Using concrete Mixer (i) R.C.C. Grade M-20 Cum. 5603.00 301.86 1691322.00 301.87 1691389.00 0.00 142.86 800445.00 0.00 0.00 0.00 159.00 890877.00 0.00 0.00 0.0000 0.00 0.012 67.00 0.00 0.00 0.00 0.0000

39 B-SOR It - 4.14 (B) 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. Sqm 1204.00 59.85 72059.00 59.85 72059.00 0.00 59.85 72059.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.00 0.000 0.00 0.00 0.00 0.00 0.0000

40 B-SOR It - 3.17 Providing and fixing in position tar paper bearing for slab as per approved drawings and specification. Sqm 66.00 190.29 12559.00 194.91 12864.00 0.00 190.29 12559.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.00 4.620 305.00 0.00 0.00 0.00 0.0000

41 B-SOR It - 4.1 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). A RCC Grade M25 I For Solid Slab Super Structure (a) Using Concrete Mixer (i) Height upto 5m Cum. 6877.00 84.57 581588.00 84.61 581849.00 0.00 84.57 581588.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.00 0.038 261.00 0.00 0.00 0.00 0.0000

42 B-SOR It - 3.6 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications MT 70101.00 8.20 574828.00 7.54 528632.00 0.00 8.20 574828.00 0.00 0.00 0.00 0.00 0.00 0.00 0.6590 46197.00 0.00 0.66 46197.00 0.6590

43 B-SOR It - 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. Meter 321.00 909.70 292014.00 909.70 292014.00 0.00 740.70 237765.00 0.00 0.00 0.00 169.00 54249.00 0.00 0.00 0.0000 0.00 0.000 0.00 0.00 0.00 0.00 0.0000

44 B-SOR It - 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. Meter 1926.00 371.67 715836.00 371.57 715652.00 0.00 371.67 715836.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0960 185.00 0.00 0.10 185.00 0.0960

46 B-SOR It - 9.5 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 . ) D 1000 mm dia Cum. 5370.00 20.00 107400.00 20.00 107400.00 0.00 10.00 53700.00 0.00 10.00 53700.00 0.00 0.00 0.00 0.0000 0.00 0.000 0.00 0.00 0.00 0.00 0.0000

47 R-SOR It - 3.25(i) Construction 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.) Cum. 140.00 1581.40 221396.00 1554.98 217697.00 0.00 1581.40 221396.00 0.00 0.00 0.00 0.00 26.4220 3699.00 72.0000 10080.00 46 6381.00 -45.5780

48 R-SOR It - 6.6 Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads) (i) P.C.C. M-10 Cum. 2789.00 7.99 22284.00 5.994 16717.00 0.00 7.99 22284.00 0.00 0.00 0.00 0.00 1.9960 5567.00 12.0000 33468.00 10 27901.00 -10.0040

49 R-SOR It - 3.25(iii) Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications Supplying, Fitting and Placing un-coated HYSD bar. Cum. 56301.00 54.27 3055455.00 53.138 2991723.00 0.00 0.00 54.27 3055455.00 0.00 0.00 0.00 0.00 1.1320 63733.00 1.3780 77583.00 0.25 13850.00 -0.2460

50 R-SOR It - 3.25(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 Cum. 4146.00 670.01 2777861.00 662.94 2748549.00 0.00 0.00 670.01 2777861.00 0.00 0.00 0.00 0.00 7.0700 29312.00 35.4400 146934.00 28 117622.00 -28.3700

51 R-SOR It -9.1 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 Up to 3 m depth Cum. 146.00 2275.41 332210.00 2269.79 331389.00 0.00 0.00 0.00 0.00 261.45 38172.00 0.00 0.00 2013.96 294038.00 5.6200 821.00 0.00 5.62 821.00 5.6200

52 R-SOR It -9.12 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 and as per clause 2504. Cum. 2079.00 453.96 943783.00 283.14 588648.00 453.96 943783.00 170.8200 355135.00 0.00 170.82 355135.00 170.8200

53 R-SOR It -9.10 Providing and laying Pitching Stone/Boulder 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 clause 2504. Cum. 2413.00 686.63 1656838.00 424.71 1024825.00 686.63 1656838.00 261.9200 632013.00 0.00 261.92 632013.00 261.9200

Sub Engineer Sub Divisional Officer Executive Engineer Executive Engineer

P.W.D. Sub-Dn.No.-1 P.W.D. Sub-Dn.No.-1 P.W.D. Durg Division, P.W.D. Durg Division,

Durg (C.G.) Durg (C.G.) Durg (C.G.) Durg (C.G.)

DETAIL ESTIMATE FOR BALANCE WORK UPGRADATION OF RISAMA TO UTAI ROAD I/C. CULVERTS (LENGTH 1.378 K.M.) AT DISTT. DURG

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

1 R.SOR ITEM NO. 3.11 Scarifying existing bituminous surface to a depth of 50 mm (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead up to 1000 meters) as per clause 305.4.3. 1 290.00 3.00 870.00 -4842963.00

Total 870.00 Sqm 23.00

2 R.SOR ITEM NO. 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.

Excavation as per attached sheet 2 357.00 2.52 0.300 539.78 2 se kam width me roller nahi chal payega

Total 539.78 Cum 95.00

3 R.SOR ITEM NO. 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) 5.5

Below Shoulder (Beside Wmm) (ch 8686-9043) 2 357.00 1.01 0.185 133.41 5.04 2.16

Below Shoulder (Beside Wmm) (ch 7800 - 8686) 2 886.00 2.01 0.185 658.92 1.86

4 R.SOR ITEM NO. 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

A Plant mix method (with Mechanically crushed stone only)

(a) For Lower Sub-base with

(ii) Grading-IV Material 10.7

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

(ii) Grading-V Material

5 R.SOR ITEM NO. 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.) 7.32

6 R.SOR ITEM NO. 5.1 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.

I On WBM/WMM surface @0.85 Kg/sqm.

Add 2 % for curve & Jn 133.16

7 R.SOR ITEM NO. 5.2 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.

II Granular surfaces treated with primes @ 0.30 kg /Sqm

Add 2 % for curve & Jn 133.16

8 R.SOR ITEM NO. 5.4 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.)

B. With Mechanical paver finisher

(ii) for Grading-II (26.5 mm nominal size bitumen content 4.50%)

Add 2 % for curve & Jn 6.66

9 R.SOR ITEM NO. 5.5 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)

B With mechanical paver finisher

(iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 %

Add 2 % for curve and Jn. 3.99

10 R.SOR ITEM NO. 4.13 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.

B With smooth wheeled roller 2 886.00 (1.50+1.80)/2 0.15 438.57

11 R.SOR ITEM NO. 3.25 Construction of RCC Drain/Cover/Chamber (i) 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.)

Excavation for Drain 1 350 0.8 0.6 168.00 Cum 140.00 23520.00

12 R.SOR ITEM NO. 6.6 Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads) (i) P.C.C. M-10

13 R.SOR ITEM NO. 3.25 (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

Raft for Drain 1 350 0.6 0.1 21.00

For Drain Cover 1 86.00 0.84 0.150 10.84

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

Steel For Drain 94.5 cum @ 45.00 kg/cum 2206.00

Steel for Drain Cover 18.04 cum @ 30.00 kg/cum 541.200 0.00128

Total in Kg 2747.20

14 R.SOR ITEM NO. 8.14 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)

II Ordinary Kilometer stone (Precast) 9 - - - 9 Each 1460.00 13140.00

III Hectometer stone (Precast) 36 - - - 36 Each 410.00 14760.00

15 R.SOR ITEM NO. 8.16 Providing painting figuring and numbering to culverts upto 6 m span complete as per IRC specifications.

R.SOR ITEM NO. 8.8 (A) Painting on Concrete Surfaces A) Two coats on new surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)

1 span of 1.50 m slab culvert 2x14 8.50 1.20 285.60 3.1

16 R.SOR ITEM NO. 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 yellow Retro- Reflective Sheeting of Engineering Grade pasted a per IRC:79 including one MS angle Iron post of size 50x50x5 mm of 1.65 meter long duly painted with synthetic enameled paint block including bolts andfixing the same in M-15 concrete black of size 30x30x30cm,including transportation etc. complete.

17 SOR ITEM NO. 9.1 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 Up to 3 m depth

18 R.SOR ITEM NO. 9.9 Plain cement concrete complete as per drawing and Technical Specifications (i) PCC Grade M 15

Concrete For below pipe 2 10.00 2.10 0.150 6.30 Cum 3768.00 23738.00

19 R.SOR ITEM NO. 9.5 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 . )

(B) 600 mm dia ( For Kharif Irrigation Crossings) 2 10.00 20.00 Rm 2459.00 49180.00

20 B.SOR ITEM NO. 4.1 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).(A) RCC Grade M25 (I)For Solid Slab Super Structure (a) Using Concrete Mixer (i) Height upto 5m

Parapet wall for culvert 2X14 8.50 0.40 0.40 38.08 Cum 6877.00 261876.00

21 B.SOR ITEM NO. 4.2 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications 15kg/cum of 38.08 Cum 0.57 MT 70101.00 40042.00

Sub Engineer Sub Divisional Officer Executive Engineer 4842963.00

Pwd Sub Division No.1 Durg Pwd Durg Division Durg

DETAIL ESTIMATE FOR BALANCE WORK UPGRADATION OF RISAMA TO UTAI ROAD I/C. CULVERTS (LENGTH 1.378 K.M.) AT DISTT. DURG

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

1 R.SOR ITEM NO. 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

A Plant mix method (with Mechanically crushed stone only)

(a) For Lower Sub-base with

(ii) Grading-IV Material 10.7

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

(ii) Grading-V Material

2 R.SOR ITEM NO. 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.) 7.32

3 R.SOR ITEM NO. 5.1 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.

I On WBM/WMM surface @0.85 Kg/sqm.

Add 2 % for curve & Jn 152.06

4 R.SOR ITEM NO. 5.2 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.

II Granular surfaces treated with primes @ 0.30 kg /Sqm

Add 2 % for curve & Jn 152.06

5 R.SOR ITEM NO. 5.4 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.)

B. With Mechanical paver finisher

(ii) for Grading-II (26.5 mm nominal size bitumen content 4.50%)

Add 2 % for curve & Jn 6.66

6 R.SOR ITEM NO. 5.5 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)

B With mechanical paver finisher

(iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 %

Add 2 % for curve and Jn. 3.99

7 R.SOR ITEM NO. 4.13 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.

B With smooth wheeled roller 2 886.00 (1.50+1.80)/2 0.15 438.57

Sub Engineer Sub Divisional Officer Executive Engineer #REF!

Pwd Sub Division No.1 Durg Pwd Durg Division Durg

DETAIL ESTIMATE FOR BALANCE WORK UPGRADATION OF RISAMA TO UTAI ROAD I/C. CULVERTS (LENGTH 1.378 K.M.) AT DISTT. DURG

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

2 R.SOR ITEM NO. 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.

(ch 8686-9043) 2 356.00 2.00 0.300 427.20 2 se kam width me roller nahi chal payega 4.42

3 R.SOR ITEM NO. 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) 5.5

1 R.SOR ITEM NO. 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

A Plant mix method (with Mechanically crushed stone only)

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

(ii) Grading-V Material

2 R.SOR ITEM NO. 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.) 9.82

3 R.SOR ITEM NO. 5.1 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.

I On WBM/WMM surface @0.85 Kg/sqm.

Add 2 % for curve & Jn 142.50

4 R.SOR ITEM NO. 5.2 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.

II Granular surfaces treated with primes @ 0.30 kg /Sqm

Add 2 % for curve & Jn 155.52

5 R.SOR ITEM NO. 5.4 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.)

B. With Mechanical paver finisher

(ii) for Grading-II (26.5 mm nominal size bitumen content 4.50%)

Add 2 % for curve & Jn 7.13

6 R.SOR ITEM NO. 5.5 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)

B With mechanical paver finisher

(iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 %

Add 2 % for curve and Jn. 4.67

7 R.SOR ITEM NO. 4.13 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.

B With smooth wheeled roller 2 886.00 (1.50+1.80)/2 0.15 438.57

11 R.SOR ITEM NO. 3.25 Construction of RCC Drain/Cover/Chamber (i) 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.)

Excavation for Drain (350 m (Left side) +312 m(Right side) 1 200 0.8 0.6 96.00 Cum 140.00 13440.00 0.00 0.00

12 R.SOR ITEM NO. 6.6 Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads) (i) P.C.C. M-10

13 R.SOR ITEM NO. 3.25 (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

Drain (350 m (Left side) +312 m(Right side)

Raft for Drain 1 200 0.6 0.1 12.00

Drain Cover for old Drain 1 86.00 0.84 0.150 10.84

Drain Cover for old Drain 50 2.00 0.60 0.120 7.20

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

Steel For Drain 94.5 cum @ 45.00 kg/cum 1260.00

Steel for Drain Cover 18.04 cum @ 30.00 kg/cum 541.200 0.00128

Total in Kg 1801.20

Sub Engineer Sub Divisional Officer Executive Engineer #REF!

Pwd Sub Division No.1 Durg Pwd Durg Division Durg

DETAIL ESTIMATE FOR BALANCE WORK UPGRADATION OF RISAMA TO UTAI ROAD I/C. CULVERTS (LENGTH 10.70 K.M.) AT DISTT. DURG

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

1 R.SOR ITEM NO. 3.11 Scarifying existing bituminous surface to a depth of 50 mm (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead up to 1000 meters) as per clause 305.4.3. 1 445.00 3.00 1335.00

2 R.SOR ITEM NO. 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.

Excavation as per attached sheet 2 357.00 2.00 0.500 714.00 2 se kam width me roller nahi chal payega

3 R.SOR ITEM NO. 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) 5.5

4 R.SOR ITEM NO. 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

A Plant mix method (with Mechanically crushed stone only)

(a) For Lower Sub-base with Grading-III Material

A Plant mix method (with Mechanically crushed stone only)

(a) For Lower Sub-base with

(ii) Grading-IV Material

5 R.SOR ITEM NO. 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.)

6 R.SOR ITEM NO. 5.1 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.

I On WBM/WMM surface @0.85 Kg/sqm.

Add 2 % for curve & Jn 188.44

7 R.SOR ITEM NO. 5.2 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.

II Granular surfaces treated with primes @ 0.30 kg /Sqm

Add 2 % for curve & Jn 188.44

8 R.SOR ITEM NO. 5.4 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.)

B. With Mechanical paver finisher

(ii) for Grading-II (26.5 mm nominal size bitumen content 4.50%)

Add 2 % for curve & Jn 9.65

9 R.SOR ITEM NO. 5.5 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)

B With mechanical paver finisher

(iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 %

Add 2 % for curve and Jn. 5.65

10 R.SOR ITEM NO. 4.13 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. 2 886.00 (1.50+180)/2 0.15 438.57 Cum 277.00 121484.00

B With smooth wheeled roller

11 R.SOR ITEM NO. 3.20 (ii) Construction of RCC open drain 0.60m 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) leveling 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 1 20.00 20.00

12 R.SOR ITEM NO. 3.25 (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 1 86.00 0.84 0.150 10.84

(iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/ chamber complete as per Drawing and Technical Specifications. 10.08 cum @ 30.00 kg/cum 0.58 MT 56301.00

13 R.SOR ITEM NO. 8.14 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)

II Ordinary Kilometer stone (Precast) 9 - - - 9 Each 1460.00 13140.00

III Hectometer stone (Precast) 36 - - - 36 Each 410.00 14760.00

14 R.SOR ITEM NO. 8.16 Providing painting figuring and numbering to culverts upto 6 m span complete as per IRC specifications.

15 R.SOR ITEM NO. 8.8 (A) Painting on Concrete Surfaces A) Two coats on new surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)

1 span of 1.50 m slab culvert 2x14 6.30 1.20 211.68

16 R.SOR ITEM NO. 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 yellow Retro- Reflective Sheeting of Engineering Grade pasted a per IRC:79 including one MS angle Iron post of size 50x50x5 mm of 1.65 meter long duly painted with synthetic enameled paint block including bolts andfixing the same in M-15 concrete black of size 30x30x30cm,including transportation etc. complete.

17 SOR ITEM NO. 9.1 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 Up to 3 m depth

18 R.SOR ITEM NO. 9.9 Plain cement concrete complete as per drawing and Technical Specifications (i) PCC Grade M 15

Concrete For below pipe 2 10.00 2.10 0.150 6.30 Cum 3768.00 23738.00

19 R.SOR ITEM NO. 9.5 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 . )

(B) 600 mm dia ( For Kharif Irrigation Crossings) 2 10.00 20.00 Rm 2459.00 49180.00

20 B.SOR ITEM NO. 4.1 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).(A) RCC Grade M25 (I)For Solid Slab Super Structure (a) Using Concrete Mixer (i) Height upto 5m 4.5

Parapet wall for culvert 2x4X14 0.40 0.40 17.92 Cum 6877.00 123236.00

21 B.SOR ITEM NO. 4.2 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications 15kg/cum of 38.08 Cum 0.27 MT 70101.00 18843.00

Sub Engineer Sub Divisional Officer Executive Engineer 16157.00

Pwd Sub Division No.1 Durg Pwd Durg Division Durg

DETAIL ESTIMATE FOR BALANCE WORK UPGRADATION OF RISAMA TO UTAI ROAD I/C. CULVERTS (LENGTH 1.377 K.M.) AT DISTT. DURG

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

1 R.SOR ITEM NO. 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.

(ch 8686-9042) 2 356.00 2.00 0.200 284.80 2 se kam width me roller nahi chal payega 4.42

2 R.SOR ITEM NO. 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) 5.5

Below Shoulder (Beside Wmm) (ch 7800 - 8686) 2 886.00 (2.16+1.8)/2 0.180 631.54 #REF! 2.17

Below Shoulder (Beside Wmm) (ch 8893-9042) R.S. 1 150.00 0.50 0.180 13.50 #REF! -1.080 10

3 R.SOR ITEM NO. 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 8893

A Plant mix method (with Mechanically crushed stone only)

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

(ii) Grading-V Material

4 R.SOR ITEM NO. 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.) 9.82

5 R.SOR ITEM NO. 5.1 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.

I On WBM/WMM surface @0.85 Kg/sqm.

Add 2 % for curve & Jn 142.50

6 R.SOR ITEM NO. 5.2 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.

II Granular surfaces treated with primes @ 0.30 kg /Sqm

Add 2 % for curve & Jn 155.52

7 R.SOR ITEM NO. 5.4 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.)

B. With Mechanical paver finisher

(ii) for Grading-II (26.5 mm nominal size bitumen content 4.50%)

Add 2 % for curve & Jn 7.13

8 R.SOR ITEM NO. 5.5 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)

B With mechanical paver finisher

(iii) for Grading II (13.2 mm nominal size) with bitumen 6.0 %

Add 2 % for curve and Jn. 4.67

9 R.SOR ITEM NO. 4.13 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.

B With smooth wheeled roller

10 R.SOR ITEM NO. 3.25 Construction of RCC Drain/Cover/Chamber (i) 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.)

Excavation for Drain Ch 8893-9042 (Right Side) 1 150 0.8 0.6 72.00 Cum 140.00 10080.00 0.00 0.00

11 R.SOR ITEM NO. 6.6 Providing and laying cement concrete for plain concrete/ reinforced concrete i/c form work, shuttering complete in as per drawings and specifications.( For Village roads) (i) P.C.C. M-10

12 R.SOR ITEM NO. 3.25 (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

Drain Ch 8893-9042 (Right Side)

Raft for Drain 1 150 0.6 0.1 9.00

Drain Cover for old Drain 1 86.00 0.84 0.150 10.84

Drain Cover for New Drain 25 2.00 0.60 0.120 3.60

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

Steel For Drain 21 cum @ 45.00 kg/cum 945.00

Steel for Drain Cover 18.04 cum @ 30.00 kg/cum 433.200 0.00128

Total in Kg 1378.20

Sub Engineer Sub Divisional Officer Executive Engineer #REF!

Pwd Sub Division No.1 Durg Pwd Durg Division Durg