NIT NO: 783/TC/2026-27

TALLY SHEET FOR CONSTRUCTION OF NAWAPARA TO MAHUDA ROAD, Length = 4.50 Km BLOCK-BALODA, DIST: JANJGIR-CHAMPA.

S.N. SOR Item PARTICULAR UNIT Flexible Pavement Rigid Pavement Drain H.P.Culvert12 Nos. Slab Culvert 2m Span 03 Nos. Road Furniture Dismt. Total Quantity RATE Amount TRIBHONA - KODPALI ROAD Machida- Kalmi MHDMHDA HS Total Flexible Pavement Rigid Pavement Drain H.P.Culvert12 Nos. Slab Culvert 2m Span 03 Nos. Road Furniture Dismt.

1 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 tobe used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant lauses of section- 200.

2 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) 223.000 0 #REF! #REF! 0.00 #REF! #REF!

3 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) 250.000 0 #REF! #REF! 0.00 #REF! #REF!

4 4.1 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 1372.000 0 #REF! #REF! 0.00 #REF! #REF!

5 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.) 1434.000 0 #REF! #REF! 0.00 #REF! #REF!

6 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.

7 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

8 5.3 Bituminous Macadam (Providing and laying bituminous macadam as per clause 504 with mixed prepared in minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade,level and alignment and rolled to achieve the desired compaction)

B With mechanical paver finisher

(ii) for Grading-II(19 mm nominal maximum size, bitumen content 3.40%)

9 5.8 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line,grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508)

II With mechanical paver finisher

(ii) Type B (13.2 mm to 0.09 mm size aggregates)

10 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 Cum 2490.75 2490.750 277.000 689,938 #REF! #REF! 689,938.00 #REF! #REF! 277.00 689938.00 689938.00

11 8.44 Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia., across the road ( new construction ) , extending from drain to drain in cuts and toe of slopes to toe of slopes in fills,constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipes as per IRC: 98-2011, bedded on a 0.3 m thick layer of granular material free of rock pieces,outer to outer distance of pipes at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts,joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC:98-2011 and approved drawings.

(i) Single row for one utility service Mtr 70.00 70.00 553.00 38710.00 38710.00

Rigid Pavements

12 6.7/Amendment Providing and laying unreinforced concrete without Dowel bars including formwork and expansion contraction and longitudinal joints as per design and as per IRC 62-2014 over a prepared base as per approved mix design and finishing to lines and grade as per drawing for pavement thickness less than 200 mm in Low Volume Roads Pcc grade M-30 with minimum cement content @375 kg/Cum.

ii ) With Cement concrete grade M-30 and minimum cement content @ 375 kg/cum. Cum 300.00 300.00 4391.000 1,317,300 #REF! #REF! 0.00 #REF! #REF! 4391.00 1317300.00 1317300.00

13 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)

Road Furnitures

14 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) Each 5 5.00 1460.000 7,300 #REF! #REF! 0.00 #REF! #REF! 1460.00 7300.00 7300.00

iii 200 m stone (Precast) Each 18 18.00 410.000 7,380 #REF! #REF! 0.00 #REF! #REF! 410.00 7380.00 7380.00

15 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 Micro prismatic grade type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm,60cm below ground level as per approved drawing)

C Made of Class A high intensity micro prismatic grade sheeting of type I (For ODR and Village Road) Sqm 4.32 4.32 8115.00 35057.00 35057.00

16 8.4 Retro reflectorized Traffic signs (Providing and fixing of retro reflectorized cautionary ,mandatory and informatory sign as per IRC : 67-2012 made of retro reflective type sheeting vide clause 801.3, fixed over aluminium sheeting of required thickness supported on a mild steel back frame of ISA 40x 40x5 mm and mild steel angle post 75mm x75mm x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x45 cm x60 cm ,60 cm below ground level as per approved drawing and painting all components of the signs and supported as per clause 7.2 of IRC 67-2012

C Made of Class A High intensity super engineering grade sheeting of Type II (for ODR & village Roads)

a) With aluminium sheeting of 2 mm thickness

(i) 900 mm equilateral triangle Each 6.00 6.00 3831.00 22986.00 22986.00

(ii) 800 mm x 600 mm Rectangular Each 5.00 5.00 4507.00 22535.00 22535.00

17 8.20 Providing and fixing Hazard Marker type -2 patial retro-reflective size 0.30x0.90 m made of 16 guage (1.60mm thick mild steel sheet conforming to IS:2062 paited with one cost of zinc chromium stoving primer and 2 coats of lake stove enamel (oven baked) paint with 10 cm bends of yellow retro-reflective sheeting of engineering grade pasted up per IRC:79 i/c 1 M.S. angle iron post of 50x50x5 mm of 1.65 m long duly paited with synthetic enamel paint block i/c bolts and fixing the same in M-15 concrete lake of size 30x30x30 cm i/c transportation etc complete. Each 64 64.00 1491.000 95,424 #REF! #REF! 0.00 #REF! #REF! 1491.00 95424.00 95424.00

18 3.25 Construction of RCC Drain/Cover/Chamber

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 42 42.00 4146.000 174,132 #REF! #REF! 0.00 #REF! #REF! 4146.00 174132.00 174132.00

iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/ chamber complete as per Drawing and Technical Specifications. MT 2.73 2.73 56301.000 153,702 #REF! #REF! 0.00 #REF! #REF! 56301.00 153702.00 153702.00

19 3.20 Construction of RCC open drain

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 950.00 950.00 2592.000 2,462,400 #REF! #REF! 0.00 #REF! #REF! 2592.00 2462400.00 2462400.00

20 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.

Up to 3 m depth

21 2.6 Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.

(i) PCC Grade M 15

(ii) PCC Grade M 20

22 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

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

D Height upto 5m

(a) Using concrete Mixer

(ii) R.C.C. Grade M-25 2079.000 0 #REF! #REF! 0.00 #REF! #REF!

23 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.

24 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.

25 4.2 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in super-structure complete as per drawing and technical specifications

26 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.

27 3.17 Providing and fixing in position tar paper bearing for slab as per approved drawings and specification.

28 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 R.C.C. Grade M-25

I For Solid Slab Superstructure

(a) Using concrete Mixer

(i) Height upto 5m

29 4.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications as per relevant clause of section 2700.

30 4.6 Construction of RCC railing of M30 Grade in-situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm,leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. (vide drawing No. SD/201, SD/304)

31 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.

32 3.9 Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200. (i) Granular material

33 4.20 Painting on kerbs in black and yellow alternate bands including cost of material and labour complete as per drawings and specifications as per clause 803.

34 4.14 Filler Joint

D Providing and filling joint sealing compound ( 12 m long x100 mm wide x 10 mm deep recess) as per drawings and technical specifications with coarse sand and 6% bitumen by weight

35 2.4 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 up to 1000 meters and as per relevant clauses of section-200 in

(i) Lime / Cement Concrete

B Cement Concrete Grade M-15 & M-20 Cum 121.50 121.500 348.00 42282.00 42282.00

(ix) Removing all type of hume pipes and stacking within a lead up to 1000 meters including earthwork and dismantling of masonry works around pipes

36 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.)

I Ordinary Soil

(i) Upto 3 m Depth

37 9.9 Plain cement concrete complete as per drawing and Technical Specifications

(i) PCC Grade M-15

38 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).

Sub Engineer Sub-Divisional Officer Executive Engineer 27276068 28460772 Difference -44.00

PWD Sub-Division Janjgir P.W.D. Champa Division #REF! #REF! 1095966720

Nit Schedule For Construction of Nawapara (B) to Mahuda (B) Road Length 4.50 Km.

PAC Rs. 439.37 Lacs

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

1 PWD PWD ROAD 2015 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 tobe used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness if required and as per relevant lauses of section- 200. A. In area of light jungle Hectare 40,680.00 2.87 116,752 0 0 N

2 PWD PWD ROAD 2015 3.12 Construction of embankment with Material Obtained from Borrow Pits/Borrow Area (Construction of embankment with approved material/selected soil having C.B.R.>5 (unless specified otherwise in the contract) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2) Cum 223.00 27971.34 6,237,608 0 0 N

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) Cum 250.00 12300.00 3,075,000 0 0 N

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 Cum 1,372.00 5911.50 8,110,578 0 0 N

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.) Cum 1,434.00 3901.50 5,594,751 0 0 N

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. Sqm 64.00 15495.00 991,680 0 0 N

7 PWD PWD ROAD 2015 5.2 Tack Coat (Providing and applying tack coat with bitumen emulsion using emulsion presser distributor on the prepared bituminious / granular surface cleaned with mechasnichal broom and as per clause 503 of secrtion 500. (ii) Granular surfaces treated with primes @ 0.30 kg /Sqm Sqm 17.00 15495.00 263,415 0 0 N

8 PWD PWD ROAD 2015 5.3 Bituminous Macadam (Providing and laying bituminous macadam as per clause 504 with mixed prepared in minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction) B With mechanical paver finisher (ii)for Grading-II(19 mm nominal maximum size, bitumen content 3.4% Cum 6,255.00 774.75 4,846,061 0 0 N

9 PWD PWD ROAD 2015 5.8 Close Graded Premix Surfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508) II. With mechanical paver finisher A With bitumen ii) Type B ( 13.2 mm to 0.09 mm size aggregates ) Sqm 146.00 15495.00 2,262,270 0 0 N

10 PWD 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. Cum 277.00 2490.75 689,938 0 0 N

11 PWD PWD ROAD 2015 8.44 Providing and laying of a reinforced cement concrete pipe duct,300 mm dia., across the road (new construction),extending from drain to drain in cuts and toe of slopes to toe of slopes in fills,constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipes as per IRC: 98-2011, bedded on a 0.3 m thick layer of granular material free of rock pieces,outer to outer distance of pipes at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts,joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC:98-2011 and approved drawings (i) Single row for one utility service Meter 553.00 70.00 38,710 0 0 N

12 PWD PWD ROAD 2015 6.7 Providing and laying unreinforced concrete without Dowel bars including formwork and expansion contraction and longitudinal joints as per design and as per IRC 62-2014 over a prepared base as per approved mix design and finishing to lines and grade as per drawing for pavement thickness less than 200 mm in Low Volume Roads Pcc grade M-30 with minimum cement content @375 kg/Cum. ii ) With Cement concrete grade M-30 and minimum cement content @ 375 kg/cum. Cum 4,391.00 300.00 1,317,300 0 0 N

13 PWD PWD ROAD 2015 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 2,789.00 294.00 819,966 0 0 N

15 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) Each 1,460.00 5.00 7,300 0 0 N

16 PWD PWD ROAD 2015 iii Hectometer stone (Precast) Each 410.00 18.00 7,380 0 0 N

17 PWD PWD ROAD 2015 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 Micro prismatic grade type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75mm x 75mm x 6mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm,60cm below ground level as per approved drawing) (C) Made of Class B High intensity micro Prismatic grade sheeting of Type I (for ODR &village Roads) Sqm 8,115.00 4.32 35,057 0 0 N

18 PWD PWD ROAD 2015 8.4 Retro reflectorized Traffic signs (Providing and fixing of retro reflectorized cautionary ,mandatory and informatory sign as per IRC : 67-2012 made of retro reflective type sheeting vide clause 801.3, fixed over aluminium sheeting of required thickness supported on a mild steel back frame of ISA 40x 40x5 mm and mild steel angle post 75mm x75mm x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x45 cm x60 cm ,60 cm below ground level as per approved drawing and painting all components of the signs and supported as per clause 7.2 of IRC 67-2012 C Made of Class A High intensitysuper engineering grade sheeting of Type II (for ODR & village Roads) b) With aluminium sheeting of 2.00 mm thickness (i) 900 mmequilateral triangle Each 3,831.00 6.00 22,986 0 0 N

19 PWD PWD ROAD 2015 (ii) 800 x 600 mm Rectangular Each 4,507.00 5.00 22,535 0 0 N

20 PWD PWD ROAD 2015 8.2 Providing and fixing Hazard Marker type -2 patial retro-reflective size 0.30x0.90 m made of 16 guage (1.60mm thick mild steel sheet conforming to IS:2062 paited with one cost of zinc chromium stoving primer and 2 coats of lake stove enamel (oven baked) paint with 10 cm bends of yellow retro-reflective sheeting of engineering grade pasted up per IRC:79 i/c 1 M.S. angle iron post of 50x50x5 mm of 1.65 m long duly paited with synthetic enamel paint block i/c bolts and fixing the same in M-15 concrete lake of size 30x30x30 cm i/c transportation etc complete. Each 1,491.00 64.00 95,424 0 0 N

21 PWD PWD ROAD 2015 3.25 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.) 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 4,146.00 42.00 174,132 0 0 N

22 PWD PWD ROAD 2015 iii) Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/ chamber complete as per Drawing and Technical Specifications. MT 56,301.00 2.73 153,702 0 0 N

23 PWD PWD ROAD 2015 3.20 . Construction of RCC open drain 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 2,592.00 950.00 2,462,400 0 0 N

24 PWD PWD BRIDGE 2015 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 146.00 508.72 74,273 0 0 N

25 PWD PWD BRIDGE 2015 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 4,613.00 46.25 213,342 0 0 N

26 PWD PWD BRIDGE 2015 (vi) RCC Grade M25 Cum 5,247.00 229.53 1,204,328 0 0 N

27 PWD PWD BRIDGE 2015 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 5,551.00 58.33 323,784 0 0 N

28 PWD PWD BRIDGE 2015 ii) (ii) R.C.C. Grade M-25 Cum 6,339.00 46.12 292,329 0 0 N

29 PWD PWD BRIDGE 2015 2.24 Supplying, fitting and placing HSD (High Strength Deformed Steel) bar reinforcement in foundation complete as per drawing and technical specifications as per section 1600 MT 68,693.00 2.88 197,836 0 0 N

30 PWD PWD BRIDGE 2015 3.7 Supplying, fitting and placing HSD (High Strength Deformed Steel) bars reinforcement in sub-structure complete as per drawing and technical specifications section 1600 and 2200. MT 69,002.00 4.61 318,168 0 0 N

31 PWD PWD BRIDGE 2015 4.2 Supplying, fitting and placing HSD (High Strength Deformed Steel) bars reinforcement in super-structure complete as per drawing and technical specifications section. MT 70,101.00 1.84 129,126 0 0 N

32 PWD PWD BRIDGE 2015 3.8 Providing weep holes in Brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia. AC pipe, extending through the full width of the structure with slope of 1 V: 20 H towards drawing face. Complete as per drawing and Technical specifications section 2706 and 2200. Meter 321.00 66.00 21,186 0 0 N

33 PWD PWD BRIDGE 2015 3.17 Providing and fixing in position tar paper bearing for slab as per approved drawings and specification. Sqm 66.00 25.20 1,663 0 0 N

34 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. R.C.C. Grade M-25 I. For Solid Slab Superstructure (a) Using concrete Mixer (i) Height upto 5.0 m Cum 6,877.00 25.71 176,808 0 0 N

35 PWD PWD BRIDGE 2015 4.4 Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications as per relevant clause of section 2700. Cum 11,847.00 4.13 48,940 0 0 N

36 PWD PWD BRIDGE 2015 4.6 Construction of RCC railing of M30 Grade in-situ with 20mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technicalspecifications. (vide drawing No. SD/201, SD/304) meter 1,819.00 14.40 26,194 0 0 N

37 PWD PWD BRIDGE 2015 3.10 Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications 710.1.4 of I.R.C. 78 and 2200. Cum 1,926.00 35.91 69,163 0 0 N

38 PWD PWD BRIDGE 2015 3.9 Back Filling behind abutment , wing wall and return wall complete as per drawing and Technical specification 710.1.4. of I.R.C. 78 and 2200. (i) Grannular material Cum 905.00 197.03 178,313 0 0 N

39 PWD PWD BRIDGE 2015 4.20 Painting on kerbs in black and yellow alternate bands including cost of material and labour complete as per drawings and specifications as per clause 803. sqm 56.00 18.00 1,008 0 0 N

40 PWD PWD BRIDGE 2015 4.14 Filler Joint D. Providing and filling joint sealing compound ( 12 m long x100 mm wide x 10 mm deep recess) as per drawings and technical specifications with coarse sand and 6% bitumen by weight cum 220.00 7.56 1,663 0 0 N

41 PWD PWD BRIDGE 2015 2.4 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 up to 1000 meters and as per relevant clauses of section-200 in (i) Lime / Cement Concrete B. Cement Concrete Grade M-15 & M-20 cum 348.00 121.50 42,282 0 0 N

42 PWD PWD BRIDGE 2015 (ix) Removing all type of hume pipes and stacking within a lead up to 1000 meters including earthwork and dismantling of masonry works around pipes. A. Up to 1000 mm Dia Meter 400.00 22.50 9,000 0 0 N

43 PWD PWD ROAD 2015 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 146.00 438.02 63,952 0 0 N

44 PWD PWD ROAD 2015 9.9 Plain cement concrete complete as per drawing and Technical Specifications. (i) PCC Grade M 15 Cum 3,768.00 440.17 1,658,568 0 0 N

45 PWD PWD ROAD 2015 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). D. 1000 mm Dia Cum 5,528.00 120.00 663,360 0 0 N

Total Rs. 43,947,041

Say Rs in Lacs 439.47 Lacs

Sub Engineer Sub-Divisional Officer Executive Engineer

PWD Sub-Division Janjgir PWD Champa Division