NIT 1187 PMGSY Road Renewal Maintenance PKG No CG 02-M 35 District-Bilaspur

Details of Maintenance work's Roadwise package

S No. Circle District PIU Block Vidhansabha Pkg. No. Name of Road Length of Road (Km.) Cost of Maintenance Work's for Five Year's (Amount In Lacs) Total A+B+C+D Add 18% GST Total Amount Remark's

Initial Rehabili tation Work's A Annual Routine Maintenance B Renewal Work's C Emergency Work's 10% of (B+C)=D

1 Bilaspur Bilaspur Bilaspur Takhatpur Takhatpur CG-02-M-35 T10-Chorbhatti Khurd- Khajuri Nawagao to Takhatpur Bilaspur Road via Bandhiyapara 5.9 33.420 15.930 157.530 0.00 206.880 37.238 244.12 173.46 17.35

Executive Engineer

Cum Member Secretary (P.I.U.)

C.G.R.R.D.A. District-Bilspur (C.G.)

Details of Maintenance work's packagewise Abstract

S No. Circle District PIU Block Vidhansabha Pkg. No. No.of Road Total Length of Package (In Km.) Cost of Maintenance Work's for Five Year's (Amount In Lacs) Add 18% GST Total Amount

Initial Rehabili tation Work's A Annual Routine Maintenance B Renewal Work's C Emergency Work's 10% of (B+C)=D Total A+B+C+D

1 Bilaspur Bilaspur Bilaspur Takhatpur Takhatpur CG-02-M-35 1 5.90 33.42 15.93 157.53 0.00 206.88 37.24 244.12

Executive Engineer

Cum Member Secretary (P.I.U.)

C.G.R.R.D.A. District-Bilspur (C.G.)

Pradhanmantri Gram Sadak Yojna Distrist Bilaspur (C.G.)

Renewal Maintenance Bill of Quantities

Name of District -Bilaspur

Block - Kota Takhatpur

Total Number of Road :- 01

Total Length of Road - 5.90 KM

Package No :- CG02-M-35

S.No. SSR Item No. Description Kadar to Kunwa Name of Road Length (KM) T10-Chorbhatti Khurd- Khajuri Nawagao to Takhatpur Bilaspur Road via Bandhiyapara

No. Length Breadth Depth Unit Rate Quantity Amount

1 9.14 (B) Providing and Fixing Informtory and Logo Board of PMGSY Projec (B) Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 Each 18610 2.00 37220

2 9.15 (A) Providing and fixing 'Citizen Information Board' of PMGSY Project (A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back (1no. Citizen Board, 1 no. maint. board) Each 14010 1.00 14010

8 Maintenance Board 1 0.00 0.000 0.000 0.00 0

3 9.16 Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings. Each 6626.00 3.00 19878

12 Total 0.00 0

4 9.8 (i) Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (i) 5th Kilometer Stone (Precast) Each 3947.00 1.00 3947

5 9.8 (ii) Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (ii) Ordinary Kilometer Stone (Precast) 9 0.00 0.000 0.000 Each 2292.00 7.00 16044

7 9.2 A Cautionary, mandatory, informatory direction and place identification sign boards.Semi-Reflective Traffic signs upto 0.90 sqm Direction and place indentification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 m m, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 Sqm 5285 23.75 125498

Traingular Board 8.0 0.80 0.80 0.000 0.00 0

Village Board and other board 21.0 0.43 0.45 0.45 0.00 0

8 9.17 Guard Stone Reinforced cement concrete M15 grade Guard Stone of size 200 mm x 200mm x 800 mm fixing in position including painting and printing etc. as per drawing, Technical Specification and as per direction of Engineer in Charge. Each 525 310.00 162750

toal road furniture 0.00 0

9 3.8(i) (i) Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. mt 99 0.00 0

10 3.5(i) Excavation in Cutting in Soil by manual/ Machinery means Excavation for roadway in soil for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 Cum 65 534.00 34710 0.6666666667

11 7.3(ii) Bedding for Causeway / pipes Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 Cum 1200 10.80 12960 5580

12 7.6(A) Providing and laying reinforced cement concrete pipe NP3 for culverts/Burried conduits on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 600 m dia. Rmt 2928 80.00 234240

13 6.5 Construction of Plain Cement Concrete Drain with P.C.C. grade M-15 including all shuttering/form work etc. complete as per drawings/technical specification and direction of engineer in charge. cum 4970 247.50 1230075

14 7.1 Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil i. Upto 3 m depth cum 394 119.00 46886

15 7.10 (ii) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (Nominal mix (1:2.5:5) cum 4576 272.00 1244672

16 7.10 (iv) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C grade M 20 ( For drain Cover - ) 50 1.50 0.70 0.1 cum 5336 11.61 61951

17 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material cum 1032 25.00 25800

18 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 ( For drain Cover ) MT 73726 0.34 25067

19 7.22 Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 NOS 317.00 96.00 30432

7.41(II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications m 308.00 0.00 0

Sub Total 3341979 #REF!

Part C ( Estimate of Renewal) 0

1 2.3(A) Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. Sqm 7.00 10860 76020.00

2 3.1 Scarifying Existing Granular bituminous Surface to a Depth of 100 mm Scarifying existing granular/bituminous surface to a depth of 100 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. Sqm 13.00 7602 98826.00

3 11.5 Maintenance of WBM/WMM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and raveling as per technical specification Clause 1906. Sqm 224.00 11316 2534784.00

4 11.2(I) Maintenance of shoulder (filling with fresh selected material)Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected material and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 to maintain undulation and 2 9660 1.00 Sqm 49.00 8900 436100

5 4.8 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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. cum 1887.00 0 0

6 5.1 Prime coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 1 #REF! 3.75 Sqm 62.00 12447.6 771751

Extra Widining at Structure 0 0.00 0.00 0.00 0 0

7 11.14(i) Tack Coat Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 1.00 #REF! 3.75 Sqm 21.00 33581.6 705214

add 15% extra for maintenance of exposed WBM surface 0.15 #REF! 3.75 #REF! 0 0

15% for patch work 0.15 #REF! #REF! #REF! 0 0

8 5.6 Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 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 as per Technical Specification Clause 504 Bitumen(S-65) VG-30 sqm 8207.00 0 0

RD 830 to 1700m #REF! 3.75 #REF! 0 0

Extra Widining at Structure #REF! #REF! #REF! #REF! #REF! 0 0

#REF! #REF! #REF! #REF! #REF! 0 0

9 11.14 (ii Pre-mix carpet using bituminous (penetration grade modified bitumen) binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Sqm 166.00 51920 8618720

10 5.5B(ii) Seal Coat Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510 Case II - Type B Sqm 60.00 35695 2141700

add 15% extra for maintenance of exposed WBM surface 0.15 #REF! 3.75 0.00 0 0

20% for patch work 0.20 #REF! #REF! 0.00 0 0

16 6.1(ii) Cement Concrete Pavement Construction of un-reinforced, jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying, primer, sealant, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. 0 0

12 9.18 Road marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes.) Sqm 627.00 590 369930

Sub Total 15753045 #REF! #REF!

Part -B ( Renewal maintenance)

1 Routine maintenance for 1st year Before Renewal of BT Road Km 22000 3.35 73700 Km 32000 5.90 188800

Routine maintenance for 2nd year after Renewal of Road Km 24000 3.35 80400 Km 34000 5.90 200600

Routine maintenance for 3rd year after Renewal of Road Km 29000 3.35 97150 Km 42000 5.90 247800

Routine maintenance for 4th year after Renewal of Road Km 44000 3.35 147400 Km 62000 5.90 365800

Routine maintenance for 5th year after Renewal of Road Km 70000 3.35 234500 Km 100000 5.90 590000

Part D - Emergency Work (Part B + Part C) 10% #REF! 0

Total #REF! 20688024

GST 18 % add #REF! 3723844

Grand Total #REF! 24411869

Say Amount in Lacs #REF! 244.12 #REF!

Executive Engineer

Cum Member Secretary (P.I.U.)

C.G.R.R.D.A. District-Bilspur (C.G.)

BOQ FOR RENEWAL WORK

Name of Road:- L021 To Majhganwa T10-Chorbhatti Khurd- Khajuri Nawagao to Takhatpur Bilaspur Road via Bandhiyapara Block:- Takhatpur

Length of Road (KM) 5.9 District- Bilaspur 1800

Estimate section B - Upgradation and Maintenance of Normal Repair

Sr. no SSR I.No. Description of Item No. Length Width Thicknes Qnty. Unit Rate(Rs) Amount

6 5.7(II) Mix Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Bitumen (VG-30) Sqm 0.0 0.00

1 2.3(A) Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. 5700 1.00 10860.00 sqm 7.00 76020

2.11 Dismantling of cement concrete pavements and breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 m, stacking serviceable and unserviceable materials separately, as per Technical Specification Clause. 202 0

2 3.1 Scarifying Existing Granular bituminous Surface to a Depth of 100 mm Scarifying existing granular/bituminous surface to a depth of 100 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. 7602.00 sqm 13.00 98826

3 11.5 Maintenance of WBM/WMM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and raveling as per technical specification Clause 1906. 11316 sqm 224.0 2534784

4 11.2(I) Maintenance of shoulder (filling with fresh selected material)Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected material and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 to maintain undulation and 8900.00 sqm 49.00 436100

For Subgrade #REF! 11.08 0.200 #REF!

deduct existing crust ( (i.e - 200 GSB + 150 WBM) But Top 75 mm thickness is not in use , hence deduct only 275 mm Rd 0 to 5625 & 5860 to 8500 - 3.75 m width 8265 3.75 0.275 0

deduct existing crust ( (i.e - 200 GSB + 150 WBM) But Top 75 mm thickness is not in use , hence deduct only 275 mm ( 16520 to 17395 , 17592 to 21900 , 22103 to 22838 & 23237 to 24400) - 3.00 m width 7331 3.00 0.275 0

Side of WMM(100 mm) - Rd 0 to 5300 m - avg width ( 2.165+1.965)/2= 2.065 m 2 #REF! 2.045 0.080 #REF!

to repair Rutting,Edge Drop-off/Settlement Depressions and maintain and prepare old existing shoulder 0 3520 1.4 0.1 0.00

Side of WMM-avg width (2.015+2.465)/2= 2.24 m 0 #REF! 2.240 0.225 #REF!

Shoulder side of BT(20m )- avg width ( 1.875+2.015)/2= 1.945 m 2 #REF! 1.95 0.07 #REF!

for bus/vehicle stopage Lay Bay 1 #REF! #REF!

5 4.1(a) Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) Construction of granular sub-base by providing well graded material having CBR 20 or more, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100KN static weight to achieve the desired density, complete as per Technical Specification Clause 401. For Grading mentioned in table 400.1 (Grading III)

1 #REF! 4.05 #REF! #REF!

Deduct for existing Road Rd 0 to 3600 m 3600 2.8 #REF! #REF!

Deduct for existing #REF! 3.75 #REF! #REF!

for profile & camber correction #REF! 1.875 0.065 #REF!

Widening in shoulder #REF! #REF!

Camber Correction #REF! 1.5 0.050 #REF!

Extra Widining at Structure #REF! 6.15 2.95 0.150 #REF!

for curves and extra widening 0.00

for bus/vehicle stopage Lay Bay 1 #REF! #REF!

Total 0.00 Cu.m 804.00 0

10 4.1 (B) Construction of granular sub-base by providing well graded material having CBR 20 or more, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory rollers of 80 to 100KN static weight to achieve the desired density, complete as per Technical Specification Clause 401. For Grading mentioned in table 400.1 (Grading III)

Disintegrated rock i.e. mourum having CBR value not less then 15% and PI & LL not more then 6 and 25 respectively (with prior permission of Chief Engineer) #REF! 0.875 0.3 #REF!

#REF! Cu.m #REF! #REF!

14 4.12 Construction of hard shoulder as per technical specification clause 407:---Construction of hard shoulder with selected granular material having CBR value not less than 15 including all leads & lift, watering & compaction with smooth wheeled roller to achieve the desired density as per technical specification clause 407 & 401. #REF!

Side of WMM - avg width ( 1.87+1.95)/2= 1.91 m #REF! 1.91 0.04 #REF!

Side of BT- avg width (1.75+1.97)/2= 1.86 m #REF! 1.86 0.11 #REF!

Side of BT #REF! 1.895 0.02 #REF!

For Exi. CC Road 0 0.9 0.2 0.00

Rate as per earthan shoulder(addl rate given in State govt) #REF! Cu.m #REF! #REF!

19 4.7(1) WBM Grading 2:-Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 405.WBM Grading 2 #REF! 5.65 #REF! #REF! Cu.m #REF! #REF!

5 4.8 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 mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. 0.00 cum 1887.00 0

6 5.1 Prime coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 12447.60 Sq.m 62 771751

Extra Widining at Structure 0 0.00 0.00 0.00 0

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

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

7 11.14(i) Tack Coat Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. 33581.60 Sq.m 21.00 705214

add 15% extra for maintenance of exposed WBM surface

15% for patch work

8 5.6 Bituminous Macadam Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 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 as per Technical Specification Clause 504 Bitumen(S-65) VG-30 0.00 cum 8207.00 0

9 11.14 (ii) Pre-mix carpet using bituminous (penetration grade modified bitumen) binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. 51920.00 sqm 166.00 8618720

10 11.14(IV) CaseII Type B (ii) Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 35695.00 cum 60.00 2141700

add 15% extra for maintenance of exposed WBM surface 0.15 #REF! 3.75 0.00 0

20% for patch work 0.20 #REF! #REF! 0.00 0

11 6.1(ii) Cement Concrete Pavement Construction of un-reinforced, jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including leveling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying, primer, sealant, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. 0.00 cum 5889.00 0.00

12 9.18 Road marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes.) 590 sqm 627 369930

Total Construction Cost 15753045

Sub engineer Assistant Engineer Assistant Engineer Excutive Engineer

PIU PMGSY, Bilaspur PIU PMGSY, Bilaspur PIU PMGSY, Bilaspur PIU PMGSY, Bilaspur

#REF! FC Cost #REF!

REHABILITATION OF RURAL ROADS (CG)

Road Name: Siltara to Belsara

S.No SOR No Description Quantity Unit Rate Amount

1 9.14 Providing and Fixing Informtory and Logo Board of PMGSY Projec (B) Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 2.00 Each 18610 37220

2 9.15 Providing and fixing 'Citizen Information Board' of PMGSY Project (A) Providing and fixing of typical " PMGSY Citizen Information Board" with Logo as per MoRD specifications & drawings, made of 75 mm square or 75 mm dia circular steel tube of 12 SWG 3.2 m height and cross member 2 nos 1m long, fixed with angle iron 50x50x5 mm MS angle on the back (1no. Citizen Board, 1 no. maint. board) 1.00 Each 14010 14010

3 9.16 Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings. 3.00 Each 6626 19878

4 9.8(i) Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (i) 5th Kilometre Stone (precast) 1.00 Each 3947 3947

5 9.8 (ii) (ii) Ordinary Kilometer Stone (Precast) 7.00 Each 2292 16044

6 9.8 (iii) (iii) 200 m stone (precast) 24.00 Each 660 15840

7 9.2 A Cautionary, mandatory, informatory direction and place identification sign boards.Semi-Reflective Traffic signs upto 0.90 sqm Direction and place indentification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 m m, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 23.75 Sqm 5285 125498

9 9.17 Guard Stone Reinforced cement concrete M15 grade Guard Stone of size 200 mm x 200mm x 800 mm fixing in position including painting and printing etc. as per drawing, Technical Specification and as per direction of Engineer in Charge. 310.00 Each 525 162750

10 3.8(i) (i) Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. 0.00 mt 99 0

11 3.5(I) Excavation in Cutting in Soil by manual/ Machinery means Excavation for roadway in soil for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 534 cum 65 34710

12 3.4(ii) Construction of embankment with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 (Beyond 250m)with all leads as per Technical Specification Clause 301.5(Having CBR more than 5) 0 cum 176 0

13 7.3(ii) Bedding for Causeway / pipes Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 10.80 cum 1200 12960

14 7.6(A) Providing and laying reinforced cement concrete pipe NP3 for culverts/Burried conduits on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 80.00 Rmt 2928 234240

15 6.5 Construction of Plain Cement Concrete Drain with P.C.C. grade M-15 including all shuttering/form work etc. complete as per drawings/technical specification and direction of engineer in charge. 247.5 cum 4970 1230075

16 7.1 Excavation for Structure as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil i. Upto 3 m depth 119 cum 394 46886

17 7.10 (ii) Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (Nominal mix (1:2.5:5) 272 cum 4576 1244672

18 7.23 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material 25 cum 1032 25800

19 7.10 (iv) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C grade M 20 11.61 Cum 5,336.00 61951

20 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 0.3400 MT 73,726 25067

21 7.22 Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 96.00 No 317.00 30432

25 7.41(II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications 0.00 m 308.00 0