NIT 1189 PMGSY Road Renewal Maintenance PKG No CG 28-M-14 District- Gaurela Pendra marwahi

Technical Report and Specification

1 Name of Work Renewal of Rural Roads under P.M.G.S.Y.

2 Name of Road T07-Kotmikala to amaroo via deorikhurd karaundanar Pithampur Proposed

3 Length of Road (Km) Total Length 15.05 Km Total Length

4 Name of Block Marwahi BT 14.89 km

5 Estimated Cost 421.98 Lacs C.C. 0.16 km

Add GST 18% 75.96 Lacs

Total Cost 497.94 Lacs

6 Head P.M.G.S.Y.

8 Construction Pkg. No.

9 Post 5 Year Pkg. No.

11 History Background This road was constructed under PMGSY-II. Year of sanction 2017-18. Under Package No. CG 02-125 construction work completed on 05.09.2019 thereby routine maintenance period completed on 05.09.2024 road was handed over to department. Road has carriage way width 5.50 m and roadway width 9.0 m for BT road upto 0-13000 m. From Rd 13000-15050 m BT road is having carriage way width 3.75 m and roadway width 7.50 m. Description of crust for BT portion

from Rd 0-13000 m S.N. Crust Thickness(mm)

1 PMC+Seal Coat 20

from Rd 13000-15050 m S.N. Crust Thickness(mm)

1 PMC+Seal Coat 20

1 Initial Rehabilitation Work :- Provision is made as per guide lines of CGRRDA and NRIDA as per provision prescribed in. SP 72 and other relevant statutoru provisions. 02 no of HPC 1000 X 1 is proposed.

2 Annual Routine Maintenance Works : Provision is made as per guide lines of CGRRDA and NRIDA

3 Renewal of Bituminous Surface : Provision is made as per guide lines of CGRRDA and NRIDA. During construction of road from Rd 6600-7000 m no work was carried out due to land problem.In renewal work this part has also been proposed for constrution of road

4 Imergency works : Provision is made as per guide lines of CGRRDA and NRIDA

13 Rate's As per SSR w.e.f. 2025

Sub engineer Assistant Engineer Excutive Engineer

PIU PMGSY, GPM PIU PMGSY, GPM PIU PMGSY, GPM

Detail of Maintenance Work's Package

Project Implimentation Unit - Gaurela Pendra Marwahi

S .No. Pkg. No. Name of Road Block Length of Road (In Km.) Cost of Maintenance Work's for Five Year's (Amount in Lacs) Add 18 % GST Total Amount Work Order Date of Package Post five year Complition Date of Package Post five year Remark's

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

1 T07-Kotmikala to amaroo via deorikhurd karaundanar Pithampur Pendra 15.050 85.63 40.37 295.98 0.00 421.98 75.96 497.94 - - 48.06

Details of the package of maintenance work

PIU - Gaurela Pendra Marwahi

Dist - Gaurela Pendra Marwahi Package No. :-

S No Cons truction Pkg. No. Post 5 Year MTN Pkg. No. Name of Road Block Length of Road (Km.) Expiry Date of Post 5 Year Maint. Contract Cost of 5 Year maintenance Work's (Rs. In Lakh) Total (8+9+10 +11) Recom mended time for IR (Part-1) in Months Date of Post 5 Year Work Order Renewal Date of Renewal

Initial Rehabili tation Work's (Part-I) Annual Routine Emergency Work's (10% of Part-2+Part-3) (Part -IV)

Annual Routine Maintenance (Part-II) Renewal Work's (Part-III) From (Km.) To (Km.)

1 CG 02-124 - T07-Kotmikala to amaroo via deorikhurd karaundanar Pithampur Pendra 15.050 - 85.63 40.37 295.98 0.00 421.98 - - - - -

Sub engineer Assistant Engineer Excutive Engineer

PIU PMGSY, GPM PIU PMGSY, GPM PIU PMGSY, GPM

Details of road, package completing 10 year maintenance contract

PIU - Gaurela Pendra Marwhahi

Dist - Gaurela Pendra Marwhahi

S No Construc tion Pkg. No. Post 5 Year MTN Pkg. No. Name of Road Block Total Length of Road Completion Date of Post 5 Year Initial Rehabitation (Part-1) (Rs. in Lakh) Annual Routine Maintenance (Part-II) (Rs. in Lakh) Planned renewal (Part-III) (in Km.)

Protec tion Work Repaire of CD Work New CD Work Misc. Work Total I II III IV V Total I II III IV V

1 CG 02-124 - T07-Kotmikala to amaroo via deorikhurd karaundanar Pithampur Pendra 15.05 Km - 0 0 0 85.63 85.63 4.80 5.10 6.29 9.27 14.92 40.37 0 0 0 0 0

Sub engineer Assistant Engineer Excutive Engineer

PIU PMGSY, GPM PIU PMGSY, GPM PIU PMGSY, GPM

M.P.R.R.D.A. PIU-1, Betul

Details of road, package completing 10 year maintenance contract

S No Construc tion Pkg. No. Post 5 Year MTN Pkg. No. Name of Road Block Total Length of Road Completion Date of Post 5 Year Initial Rehabitation (Part-1) (Rs. in Lakh) Annual Routine Maintenance (Part-II) (Rs. in Lakh) Planned renewal (Part-III) (in Km.)

Protec tion Work Repaire of CD Work New CD Work Misc. Work Total I II III IV V Total I II III IV V

M.P.R.R.D.A. PIU-1, Betul

Initial Rehabilitation work

Name of Road : - T07-Kotmikala to amaroo via deorikhurd karaundanar Pithampur

S.No. At Chainage No.s Cost. Amount (Rs.) Proposed I.R. Work

1 Road Furniture 1 85.63 85.63 informatory Board, Maintenance board Cautionery Board,Logo Board, Slab culvert, Guard Stone, Km Stone &200m Stone.

Say in Lacs Say in Lacs 85.63

Sub engineer Assistant Engineer Excutive Engineer

PIU PMGSY, GPM PIU PMGSY, GPM PIU PMGSY, GPM

M.P.R.R.D.A. PIU-1, Betul

RENEWAL OF RURAL ROADS (CG)

Estimate for construction of Road Furniture

Road Name: T07-Kotmikala to amaroo via deorikhurd karaundanar Pithampur

For Chainage: 0.00 to 15.05 Km

S.No/ SOR No Description No. Length Breadth Depth Quantity Rate Unit Amount

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

Total 2.00 Each 18610 37220

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)

Maintenance Board 2 0.00 0.000 0.000 2.00

Total 2.00 Each 14010 28020

9.16 Providing & Fixing of PMGSY 'Logo' board Providing and fixing of typical PMGSY logo board as per MoRD specifications and drawings.

Total 7.00 Each 6626 46382

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) 12 0.00 0.000 0.000 12.00 Each 2292.00 27504

9.8 (i) 5th Kilometer Stone (precast) 4 0.00 0.000 0.000 4.00 Each 3947.00 15788

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

Traingular Board 82.0 0.80 0.80 0.000 52.48

Village Board and other board 24.0 0.45 0.45 0.00 4.86

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.

Total 423.00 Each 525 222075

7.1(i) 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 up to a lead of 50m dressing of sides and bottom and backfiulling in trenches with excavated suitable material.

7.10 (ii) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. Grade M15 for repair of culvert 497.94

Head wall foundation 0 12.00 1.55 0.20 0.00

7.3(ii) Type -B (First class ) Bedding Laying (First class) bedding with well compacted sand moorum or approved granular material as per Clause 1105 (ii). 2 12.00 1.00 0.200 4.80 Cum 1200.00 5760.00

6.5 Construction of Plain Cement Concrete Drain with P.C.C. Grade M-15 including all shuttering/form work etc. complete as per drawing/technical specification and direction of Engineer in Charge.

7.6 (A) Providing and Laying reinforced cement concrete pipe NP-3 for Culverts/Burried conduits on first class bedding of granular material including fixing coller with cement mortor 1:2 but excluding excavation protection works backfilling cocrete and masonary works in head walls and parapets as per Clause 1106. Rd 2 12.00 24.00 M 2928.00 70272.00

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, 1204.3.7 401 401.00 Each 317.00 127117

6.7 Cement Concrete cell fill Pavement Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, and high density plastic (HDPE)cells consist of 200-220 micron HDPE sheet having cell of size of 150mmx150mm &100mm deep 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, as per design, 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, wedges, steel plates including levelling the formwork and HDPE plastic cell straitening, threading, string, iron nailing, lacing etc complete as per drawing), spreading the concrete with shovels, rakes, labours compacted using needle, screed and plate vibrators and finished in continuous operation , admixtures as approved, curing of concrete cell for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 1 30.00 5.50 0.10 16.50

11.7(I) Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and One No. Hume protection work as per drawing and technical specification Clause 1908 5 5.00 One No. Hume pipe 1448.00 7240

11.7(II) Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 1908 7 7.00 Per culvert 3053.00 21371

11.13 White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc as per technical specification clause 1915. 24 12.00 6.00 1728.00 Sqm 26.00 44928

7.18(i) 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)

CD at RD 5500 parapet wall 2 6.15 0.40 0.40 1.97

Deduct for pipe portion 0 1.18 1.00 1.00 0.00

7.23(i) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (I) Granular material 2 213.00 0.10 1.40 59.64

11.15 Repair old joints sealant Removal of existing sealant and re sealing of construction, longitudinal or expansion joints in concrete pavement with fresh sealant material 40.00 40.00 Rm 50.00 2000

Cost of 1 X 1.50M SPAN SLAB CULVERT(02 Nos) RD 6700, 9700 m 2.00 No 562468.45 1124937

Say in lakh 85.63 91.25 131.62

Part - II :- ESTIMATE OF ANNUAL ROUTINE MAINTENANCE WORK'S

Project Implimentation Unit- Gaurela Pendra Marwahi

Name of Road :- T07-Kotmikala to amaroo via deorikhurd karaundanar Pithampur

Carriage Way Width/Formation Width Length of B.T. Length of C.C. Total Length

Rate's Before Renewal After Renewal

7.50 Meter wide Road 6.00 Meter wide Road 9.0 Meter wide Road 6.00 Meter wide Road

T1 to T4 T5 to Above T1 to T4 T5 to Above T1 to T4 T5 to Above T1 to T4 T5 to Above

S. No. Year of Guarantee Period Rate Analysis Total Amount (A+B) Per Year Per Km. Total Length of Road (In Km.) Remark

Renewal Part (A) Balance Part (B)

Length (In Km.) Rate Amount Length (In Km.) Rate Amount

Strip Plan (As Per Work Status)

Name of Road :- T07-Kotmikala to amaroo via deorikhurd karaundanar Pithampur

Total Length :- 15.050Km. BT - 14.89 km 5.50/9

PIU- Gaurela Pendra Marwahi Total - 15.05 km

BT Railway bridge work CC BT CC

Sub engineer Assistant Engineer Excutive Engineer

PIU PMGSY, GPM PIU PMGSY, GPM PIU PMGSY, GPM

BAR CHART ( Part - II Annual Routine Maintenance )

Project Implimatation Unit GPM (C.G.) Name of Road :- T07-Kotmikala to amaroo via deorikhurd karaundanar Pithampur

Length - B.T. C.C.

0.00 m. 14890.00 m. TOTAL LENGTH

1st Year 15.050 Km. 100%

2nd Year 15.050 Km. 100%

3rd Year 15.050 Km. 100%

4th Year 15.050 Km. 100%

5th Year 15.050 Km. 100%

Renewal Length 15.050 Km. 100%

FLOW CHART ( Part - II Annual Routine Maintenance )

ESTIMATE OF I.R. Work

Type of CD - RD - 1500m. Ex. CC Both Side Paved Shoulder Length = 30m.

Name of Road :- T07-Kotmikala to amaroo via deorikhurd karaundanar Pithampur Package No. :- 0

S. No. SSR Item No. Description Quantity Unit Rate Amount Remark

1 3.4 Excavation, Carting i/c Removal of Soil with Disposal upto 1000 m Excavation of embankment, sub-grade and drain consisting of excavation, removal and satisfactory disposal of all excavated materials including hauling to sides of embankment and subgrade construction as also the disposal of materials in specified manner and the trimming and finishing of the road to the specified dimensions i/c all lifts, lead upto 1000 meters including dewatering, shaping and excavation in marsh and complete disposal of all muck as per clause 302. for all types of soil i/c moorum gravel etc. as directed by the Engineer-in-charge

Particular No Length Width Depth

Total 24.30 Cum 44 1069

2 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, 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 100 kN static weight to achieve the desired density, complete as per Technical Specification Clause 401 for gradings mentioned in table 400.1 A Crushed stone materials

Particular No Length Width Depth

Total 6.00 Cum 958 5748

3 11.4 (I) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10

Particular No Length Width Depth

PCC for Wall 2 30.00 0.30 0.1 1.8

Total 7.80 Cum 4077 31801

4 11.4 (II) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15

Particular No Length Width Depth

Total 12.00 Cum 4110 49320

Team Leader Sub Engineer Assistant Manager General Manager

Sai Enterprises, Camp Betul M.P.R.R.D.A. PIU-1, Betul M.P.R.R.D.A. PIU-1, Betul M.P.R.R.D.A. PIU-1, Betul

ESTIMATE OF I.R. Work

Type of CD - Proposed FCW AT RD 350M.

Name of Road :- T07-Kotmikala to amaroo via deorikhurd karaundanar Pithampur Package No. :- 0

S. No. SSR Item No. Description Quantity Unit Rate Amount Remark

1 2.5 B Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of cement concrete 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 of 1000 m as per Technical Specification Clause 202. B Cement Concrete

Particular No Length Width Depth

Total 9.00 Cum 419 3771

2 9.1 A Excavation for Structures Earthwork in excavation for foundation of structures as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, sortingout servicible & unservicible materials and disposal of all materials upto 1000 m lead and backfilling with approved material. Ordinary soil

Particular No Length Width Depth

Total 33.60 Cum 195 6552

3 11.4 (I) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10

Particular No Length Width Depth

Total 6.30 Cum 4077 25685

4 11.4 (II) Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15

Particular No Length Width Depth

5 12.9 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

Particular No Length Width Depth

Total 24.00 Rm 149 3576

6 7.3 B Granular Sub-base Construction of granular sub-base by providing well graded material, spreading in uniform layers with appropriate equipment on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with 8-10 t static roller to achieve the desired density, complete as per Technical Specification Clause 401 for gradings mentioned in table 400.1 (CBR 20 or more) B River born materials

Particular No Length Width Depth

Total 16.88 Cum 638 10769

7 7.5 Cement Concrete Slab Construction of un-reinforced 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 levelling 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 construction joints, applying debonding strips, primer, sealant, approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,

Particular No Length Width Depth

Team Leader Sub Engineer Assistant Manager General Manager

Sai Enterprises, Camp Betul M.P.R.R.D.A. PIU-1, Betul M.P.R.R.D.A. PIU-1, Betul M.P.R.R.D.A. PIU-1, Betul

Part III , DETAILS ESTIMATE FOR RENEWAL WORK

Name of Road:- T07-Kotmikala to amaroo via deorikhurd karaundanar Pithampur Block:- Pendra 7.32 6.99 0.33

Length of Road:- 15.05 km (14.890km BT + 0.16 km CC) District- Gaurela Pendra Marwahi

Sl. No. SOR No. Particulars of Items Unit No L W H/D Qty. Rate Amount

1 11.12 (iii) Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 Sqm 2 14890 1.875 55837.50 3.00 167513.00

2 3.1 Scarifying Existing Granular bituminous Surface(RD 13000-15050) Scarifying the existing bituminous road surface and disposal of scarified material with a lift up to 3 m and lead up to 1000 m as per Technical Specification Clause 301.4. Sqm 1 600 5.500 3300.00

3.5(i) (i)Excavation in Cutting in Soil Excavation for roadway in soil for carrying of cut earth to embankment site with a lift up to 1.5 m and lead up to 50 m as per Technical Specification Clause 302.3 RD 6600-7000 m. cum

3.12(a) Construction of subgrade and earthen shoulders with approved material (Granular material having CBR not less than 7) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.For Item No.3.12(a) & (b)

3.12(b) Construction of subgrade and earthen shoulders with approved material (Granular material having CBR not less than 10) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.(To be used for side shoulder WBM) using motor grader and vibratory roller

4.1(D) Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) using motor grader and vibratory roller.Crushed stone materials (CBR 35 or more), This item is to be used only, where local GSB material or GSB material with blending with other material is not available.

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. RD 300-350, 550-600, 700-750, 1050-1100

Near railway structure RD 2000 m 2 100 5.50 0.100 110.00

bell mouth & widening at curve 19.16

5.1(i) Prime coat with low porosity:--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..

Near railway structure RD 2000 m 2 100 5.50 1100

3 11.14 (i) (i) 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.

bell mouth & widening at curve 2313.60

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.

bell mouth & widening at curve 11.38

4 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.

bell mouth & widening at curve 2313.60

5 5.5(B) 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 Sqm

bell mouth & widening at curve 2313.60

6 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 3 12790 0.1 3837.00

7 9.19(A) Speed Breaker(for 7.50 m formation width) Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c No 4 0 0 4.00 22547.00 90188.00

7 9.20 Speed Breaker (For 9.0 Mt Formation Width (5.50 carriage way width) Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as directed by engineer in charge as per relevant clauses of MORD specifications. No 8 0 0 8.00 26750.00 214000.00

Sub engineer Assistant Engineer Excutive Engineer

PIU PMGSY, GPM PIU PMGSY, GPM PIU PMGSY, GPM

BILL OF QUANTITY OF RENEWAL WORK

Dist. :- Gaurella Pendra Marwahi

Bamhani to kodgar basti Danikundi to devridand Kotmi marwahi road to naka Marwahi to kolbirra Pipardol to sacharatola Marwahi to karhaniya Nimdha to aithi T07-Kotmikala to amaroo via deorikhurd karaundanar Pithampur Gunsariya to pateratola Silpahri to Manjhetola Kariyam to umarkhohi Pateratola dhanouli to chuilapani Marwahi to litiyasarai Nimdha to churkitola Kodgar to kanaibahra Kumharntola sekhwa to pateratola Main road to dharhar Katra kirhatola to dhapnipani Harridih to nawagaon Total

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

1.Pavement Renewal

1 11.12 (iii) Cutting of branches of trees shrubs and trimming of grass and weeds. Trimming of grass and weeds from the shoulder/berms and disposing off the same to suitable locations as per technical specification clause 1914. sqm 3.00 14400.00 43200.00 17064.00 51192.00 10224.00 30672.00 10368.00 31104.00 20880.00 62640.00 15480.00 46440.00 6588.00 19764.00 55837.50 167513.00 10296.00 30888.00 8316.00 24948.00 10188.00 30564.00 8100.00 24300.00 5940.00 17820.00 23040.00 69120.00 11700.00 35100.00 10800.00 32400.00 5760.00 17280.00 24192.00 72576.00 15876.00 47628.00 285049.50 855149.00

2 3.1 Scarifying Existing Granular bituminous Surface to a Depth of 100 mmScarifying existing granular/bituminous surface upto a depth of 100 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. sqm 13.00 3300.00 42900.00

3 3.5(i) (i)Excavation in Cutting in Soil Excavation for roadway in soil for carrying of cut earth to embankment site with a lift up to 1.5 m and lead up to 50 m as per Technical Specification Clause 302.3 RD 6600-7000 m. cum 65.00 378.00 24570.00

4 3.12 (a) Construction of subgrade and earthen shoulders with approved material (Granular material having CBR not less than 7) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.For Item No.3.12(a) & (b) cum 192.00 3703.12 710998.00

5 3.12 (B) Construction of subgrade and earthen shoulders with approved material (Granular material having CBR not less than 10) obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.(To be used for side shoulder WBM) using motor grader and vibratory roller cum 223.00 5487.80 1223779.00

6 4.1(D) Granular Sub-base with Well Graded Material (CBR 20 or more) (Table 400.1) using motor grader and vibratory roller.Crushed stone materials (CBR 35 or more), This item is to be used only, where local GSB material or GSB material with blending with other material is not available. cum 1772.00 321.90 570407.00

7 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. sqm 1887.00 657.71 1241092.00

8 5.1(i) Prime coat1 with low porosity:--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 cum 62.00 15000.00 930000.00 #REF! #REF! #REF! #REF! #REF! #REF! 0.00 0.00 #REF! #REF! 128.00 7936.00 6435.00 398970.00 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 13312.50 825375.00 13125.00 813750.00 #REF! #REF! #REF! #REF! 16537.50 1025325.00 #REF! #REF!

9 11.14(1) ( i) 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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. Sq.m 17.00 15000.00 255000.00 17775.00 302175.00 10650.00 181050.00 10800.00 183600.00 21750.00 369750.00 16125.00 274125.00 6862.50 116662.50 79433.60 1350371.00 10725.00 182325.00 8662.50 147262.50 10612.50 180412.50 8437.50 143437.50 6187.50 105187.50 24000.00 408000.00 13312.50 226312.50 13125.00 223125.00 6000.00 102000.00 25200.00 428400.00 16537.50 281138.00 321196.10 5460334.00

10 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. cum 8207.00 390.63 3205880.00

11 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. Sq.m 166.00 79433.60 13185978.00

12 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 A, Type B and Type C as per Technical Specification Clause 510 (ii) Bitumen (VG-30) Sq.m 60.00 79433.60 4766016.00

13 11.7(I) Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and One No. Hume protection work as per drawing and technical specification Clause 1908 One No. Hume pipe 1448.00 5.00 7240.00

14 11.7(II) Maintenance of Culverts Slab type Maintenance of Slab type Culverts by way of clearing, Cleaning,Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification clause 1908. 1 #REF! Per Culvert 3053.00 4.00 12212.00 3.00 9159.00 5.00 15265.00 3.00 9159.00 2.00 6106.00 3.00 9159.00 1.00 3053.00 7.00 21371.00 2.00 6106.00 1.00 3053.00 5.00 15265.00 2.00 6106.00 2.00 6106.00 3.00 9159.00 5.00 15265.00 8.00 24424.00 1.00 3053.00 8.00 24424.00 8.00 24424.00 73.00 222869.00

15 11.13 White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc as per technical specification clause 1915. 1 2 10 #REF! sqm 26.00 80.00 2080.00 60.00 1560.00 100.00 2600.00 60.00 1560.00 40.00 1040.00 60.00 1560.00 20.00 520.00 1728.00 44928.00 40.00 1040.00 20.00 520.00 100.00 2600.00 40.00 1040.00 40.00 1040.00 60.00 1560.00 100.00 2600.00 160.00 4160.00 20.00 520.00 160.00 4160.00 160.00 4160.00 3048.00 79248.00

18 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 7 46382.00

19 9.8 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 0.00 0.00 0.00 0.00 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

22 (i) 5 km stone (precast) Each 3947.00 4.00 15788.00

24 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 525.00 423.00 222075.00

25 9.18 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 904.00 sqm 627.00 80 50160.00 160 100320.00 40 25080.00 100 62700.00 600 376200.00 200 125400.00 30 18810.00 3837 2405799.00 200 125400.00 200 125400.00 30 18810.00 30 18810.00 200 125400.00 1280 802560.00 70 43890.00 60 37620.00 320 200640.00 400 250800.00 410 257195.00 8247.20 5170994.00

26 9.19(A) Speed Breaker(for 7.50 m formation width)Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c no 22547.00 4 90188.00

27 9.2 Speed Breaker (For 9.0 Mt Formation Width (5.50 carriage way width) Providing and laying rounded hump type of Speed Breaker confirming to IRC – 99 and as per guidelines and drawings of NRRDA circular no. DO No. P-17019/6/2006/PII Dated 16 Sept 2009, including providing, laying and compaction of GSB, G II, G III, OGPC, Seal Coat Type B, as per specifications and appended drawing on both the sides of carriage way up to formation width maintaining rounded hump type shape with bituminous mix material i/c providing and painting of black and white strips, providing and fixing of two no. 600mm equilateral semi reflecting sign boards, i/c cost of all materials, labour T & P & Machinery etc complete and as directed by engineer in charge as per relevant clauses of MORD specifications. no 26750.00 8 214000.00

28 2.6(B) Dismantling of Structures 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 of 1000 m as per Technical Specification Clause 202.(B) Cement Concrete cum 414.00 0.00 0.00

29 7.1 (I) 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.(I) Ordinary soil i. Upto 3 m depth Cum 394.00 1092.74 430540.00 1

30 7.10(ii) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 cum 4576.00 794.00 3633326.00 742.06

31 7.3(ii) Bedding for Causeway/Pipes (II) Type B (First Class) Bedding Laying (First Class) bedding with well compacted sand, moorum or approved granular material as per Clause 1105 (ii) cum 1200.00 4.80 5760.00

32 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 4970.00 38.00 188860.00

33 7.10(iv) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 cum 4280.00 0.00 0.00

34 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 mt 73726.00 0.82 60609.00

35 7.6 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 as per Clause 1106. m 2928.00 24.00 70272.00

36 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 no 317.00 429.00 135993.00

37 6.7 Cement Concrete cell fill PavementConstruction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, and high densityplastic (HDPE)cells consist of 200-220 micron HDPE sheet having cell of size of 150mmx150mm &100mm deep 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, as per design, 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, wedges, steel plates including levelling the formwork and HDPE plastic cell straitening, threading, string, iron nailing, lacing etc complete as per drawing), spreading the concrete with shovels, rakes, labours compacted using needle, screed and plate vibrators and finished in continuous operation , admixtures as approved, curing of concrete cell for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 cum 7669.00 88.00 674872.00

38 6.1 (II) 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 cum 5097.00 0.00 0.00

39 11.7(II) Maintenance of Culverts Slab type Maintenance of Slab type Culverts by way of clearing, Cleaning,Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification clause 1908. 1 1 Per Culvert 1979.00 4.00 7916.00 3.00 5937.00 5.00 9895.00 3.00 5937.00 2.00 3958.00 3.00 5937.00 1.00 1979.00 0.00 0.00 2.00 3958.00 1.00 1979.00 5.00 9895.00 2.00 3958.00 2.00 3958.00 3.00 5937.00 5.00 9895.00 8.00 15832.00 1.00 1979.00 8.00 15832.00 8.00 15832.00 66.00 130614.00

40 11.13 White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc as per technical specification clause 1915. 1 2 10 #REF! sqm 17.00 80.00 1360.00 60.00 1020.00 100.00 1700.00 60.00 1020.00 40.00 680.00 60.00 1020.00 20.00 340.00 0.00 0.00 40.00 680.00 20.00 340.00 100.00 1700.00 40.00 680.00 40.00 680.00 60.00 1020.00 100.00 1700.00 160.00 2720.00 20.00 340.00 160.00 2720.00 160.00 2720.00 1320.00 22440.00

41 7.18(i) 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 4389.00 417.70 1833294.00

42 7.18(i) 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 4839.00 68.94 333614.00

43 7.27(ii) Providing and laying reinforced cement concrete in superstructure as per drawing and technical specificationsClause 800, 1205.4 and 1205.5 cum 6498.00 13.34 86651.00

44 7.41(II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications m 399.00 30.00 11970.00

45 7.23(I) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (I) Granular material cum 1032.00 266.10 274615.00

46 11.15 Repair old joints sealantRemoval of existing sealant and re sealing of construction, longitudinal or expansion joints in concrete pavement with fresh sealant material rm 50.00 40.00 2000.00

47 7.4(B) Laying Reinforced Cement Concrete Pipe NP3 as per drawing and technical specification Clause 1402.6 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row 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.(B)1000 mm dia Rmt 4632.00 0.00 0.00

2645449.85 594713.5328 Total Cost Total Cost 2050736 Total Cost #REF! Total Cost #REF! Total Cost #REF! Total Cost 988187 Total Cost #REF! Total Cost 260304 Total Cost 38161014 Total Cost #REF! Total Cost #REF! Total Cost #REF! Total Cost #REF! Total Cost #REF! Total Cost #REF! Total Cost 1340032.86 Total Cost 1279578 Total Cost #REF! Total Cost #REF! Total Cost 1806230.00 Total Cost #REF!

Say:- Say:- Say:- Say:- Say:- Say:- Say:- Say:- 381.61 Say:- Say:- Say:- Say:- Say:- Say:- Say:- Say:- Say:- Say:- Say:- Say:- 387.23 -5.62

Maintenance of Road (For 5 Years)

Sr.No. Description Unit Rate Length Amount Length Amount Length Amount Length Amount Length Amount Length Amount Length Amount Length Amount Length Amount Length Amount Length Amount Length Amount Length Amount Length Amount Length Amount Length Amount Length Amount Length Amount Length Amount Length Amount

Sub Engineer Assistant Engineer Assistant Engineer Excutive Engineer

CGRRDA,GPM CGRRDA,GPM CGRRDA,GPM CGRRDA,GPM

PRADHAN MANTRI GRAM SADAK YOJNA (PMGSY)

DETAIL ESTIMATE FOR 1 X 1.50M SPAN SLAB CULVERT Format F-7

Name of Road RD:-6700, 9700

1.5M Slab Culvert

Sr. NO SOR ITEM DESCRIPTION No. L B H Qty. UNIT RATE AMOUNT

1 7.1(I) Excavation for structuresas per drawing and technical specifications Clause 305.1 including seting out, construction of shoring and bracing, removal of stumps and othar deletercus material and dis posal upto a lead of 50m dressing of sides and bottom and backfilling in trenches with excavated suitable material .Oridanary soil (i) upto 3 m depth

i) Upto 3m depth below av. GL

2 II Ordanary Rock ( Not Requiring Blasting)

2 7.10 (ii) Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (II)P.C.C grade M 15(Nominal mix (1:2.5:5)

Abutments- Foundation PCC 2 8.7 2.00 0.20 6.960

Abutments-Bottom Block ( From foundation to NBL) 2 (7.7+8.5)/2 (1.40+1.80)/2 1.20 31.104

Wingwalls - Foundation PCC 4 1.70 1.8 0.20 2.448

Wingwalls -Bottom Block ( From foundation to NBL) 4 1.70 (1.20+1.60)/2 1.20 11.424

3 7.18 (I) 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)

Top Block ( From NBL to Abutment cap ) 2 7.50 (0.70+1.20)/2 1.50 21.375

Top Block ( From NBL to Wing wall cap ) 4 (1.8+2.3)/2 (0.40+1.00)/2 1.76 10.102

4 7.27(II) Providing and laying reinforced cement concrete in superstructure as per drawing and technical specificationsClause 800, 1205.4 and 1205.5

(II)R.C.C. M 25 ( Dssign Mix)

Abutment cap 2 7.50 0.70 0.20 2.100

5 7.28 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 0.41 MT 73,726 30,304.46

For Cap beam & dirt wall 175.00

Main bar - 12 mm dia@120 mm c/c 1 63 2.09 0.89 117.19

Distribution bar -8 mm dia@160 mm c/c 1 14 7.42 0.395 41.03

Top - Longitudinal bar - 10 mm dia@300 mm c/c 1 8 7.42 0.617 36.63

Top - Transerves bar - 10 mm dia@300 mm c/c 1 25 2.02 0.617 31.16

For chair - 12mm dia 1 12 0.94 0.89 10.04

(a) for surface reiinforcement @8kg/cum of PCC content

7 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 14 14.00 No 317.00 4,438.00

8 7.24 Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8

Behind Abutments 0.60 4.91 1.00 0.00

Behind Returns 0.60 1.00 0.00

9 7.41(II) Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and technical specifications 2 7.50 15.00 m 399.00 5,985.00

10 7.35 Drainage spouts complete as per drawing and technical specifications Clause 1209 2.00 0.00 No. 1,511.00 0.00

11 7.23(I) Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (I) Granular material

Top Block - Behind abutment & wing wall 2 (4.0+5.2)/2 (1.8+2.30)/2 1.50 28.29

12 10.5(I) Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (I)Stone/Boulder 1.50 1.50 0.23 0.00 Cum 1440.00 0.00

13 10.6 Providing and laying Filter Material underneath pitcing in slopes complete as per drewing specifications Clause 1302 1.50 1.50 0.10 0.00 Cum 1660.00 0.00

Sub Engineer Assistant Engineer EXECUTIVE ENGINEER

CGRRDA, PIU CGRRDA, PIU CGRRDA, PIU