Road Mythapur to Cherlakondapur

1

FORMAT - F7PMGSY Ph-XI

COST ESTIMATE FOR ROADS CONSTRUCTION OF CROSS DRAINAGE WORKSName of the work R/F Dharmaram to Kanagarthy-M.P.Konaraopet

SUB DIVISION : PR Projects SD, Vemulawada

Type of Cross Drainage work: Side drainEstt.Cost.Rs. 3.59 Lakhs

Description of Item No Width(m) Quantity Rate (Rs) unit per Amount (Rs)

1 2 3 4 5 6 7 11 12 131

0/800-1/150 1 350.00 1.00 0.450 157.500 NET : 157.500 89.22 1 14052.00

2

0/800-1/150 1 350.00 1.00 0.100 35.000 NET : 35.000 371.29 1 12995.00

3

0/800-1/150 1 350.00 1.00 0.100 35.000 NET : 35.000 3153.47 1 110371.00

4

0/800-1/150 2 350.00 0.400 63.000

NET : 63.000 3521.67 1 221865.00

TOTAL : Rs 359283.00

Asst Engineer Dy.Exe.Engineer PR PROJ SD , Vemulawada PR PROJ SD, Vemulawada

Executive .Engineer Superintending EngineerPIU Division, Vemulawada P.R.Circle Karimnagar

Sl.No.

Length (m)

Thinkness(m)

Earthwork in excavation for structures 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 side

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD ,including overhead charges & Contractors profit but excluding VAT. & Seigniorage charges

Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and techn

Providing concrete for plain concrete M 15 grade in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and techn

0.3+0.152

COST ESTIMATE FOR ROADS CONSTRUCTION OF CROSS DRAINAGE WORKS

Name of the Work : PROVIDING BT ROAD FROM NAGARAM CROSS ROAD TO DHARMARAM, MP KONARAOPET

Type of Cross Drainage Work : Repairs to CD Works At ch.0/190, 0/260 & 0/975

Est.cost Rs. 12.17

Description of item No Quantity Rate (Rs) unit per

1 2 3 4 5 6.000 7.00 8.00 91

wearing coat 1x1 19.00 7.50 0.100 14.25Repairs to CD Works At ch.0/260 1x2 19.00 7.50 0.600 171.00Repairs to CD Works At ch.0/975 1x2 19.00 7.50 0.550 156.75

NET : 342.00 3558.87 1

Rs.

ASST. ENGINEER SUPERINTENDING ENGINEER DY.EXE.ENGINEERPR (PIU) VEMULAWADA PR CIRCLE KARIMNAGAR PR (PIU) VEMULAWADA

EXECUTIVE ENGINEERPR (PIU) DIVN KARIMNAGAR

Sl No

Length(m)

Width(m)

Thickness (m)

Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal mechanically mixed including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH ,including overhead charges and contractors profit but excluding cost of steel and VAT.

TOTAL :

COST ESTIMATE FOR ROADS CONSTRUCTION OF CROSS DRAINAGE WORKS

Name of the Work : PROVIDING BT ROAD FROM NAGARAM CROSS ROAD TO DHARMARAM, MP KONARAOPET

Repairs to CD Works At ch.0/190, 0/260 & 0/975

Lakhs

Amount (Rs)

10

###

###

DY.EXE.ENGINEERPR (PIU) VEMULAWADA

DETAILED ESTIMATE FOR

GRANT:- AP RDF 2012-13

SANCTIONED AMOUNT: Rs: 30.00 Lakhs

CONSTITUENCY : DHARMAPURI

DISTRICT: KARIMNAGAR

PANCHAYAT RAJ ENGINEERING DEPARTMENT

BT TO ROAD FROM MAITHAPOOR TO CHERLAKONDAPUR OF RAIKAL MANDAL IN

(PR) PIU SUB DIVISION JAGTIAL

SPECIFICATION REPORT

Grant:- AP RDF 2012-13 Est. Cost :- Rs. 60.00 Lakhs

The estimate is prepared with the following specifications

1

3

4

5 #N/A

6

7

8

9

10

11

12

14

15

Asst.Exe. Engineer, Dy.Executive Engineer, Executive Engineer,PR Proj. Sub Divin.Jagtial PR Proj. Sub Divin.,Jagtial (PR) PIU Division, Karimnagar

Superintending EngineerPR Circle. Karimnagar

Specification report accompanying the detailed estimate for the workBT to Road from Maithapoor to Cherlakondapur of Raikal Mandal in (PR) PIU Sub Division Jagtial

The above wok is santioned vide G.O.Rt.No. 1845 of PANCHAYAT RAJ & RURAL DEVELOPMENT (PROGS.I) DEPARTMENT, Dt. 06-10-2012 with an estimate cost of Rs. 58.00 Lakhs under (Maintenance of Rural Roads) AP Rural Development Fund 2012-13 grant. The Road starts from Jagtial - Dharmaram PWD Road at Jabithapur village and village starts from 0/0 km and end at 2/4 km and BB Rao palli village starts at 4/1 km and ends at 5/0 km , the road is continues up to Pegadapalli mandal head quarter at 18/0 km. this is bus flying road and road is badly damaged in village portion from 0/0-1/150 km . In this reach it is proposed to remove loose earth and damaged B.T. and laying of C.C. Pavement. At BB Raopalli village 4/1 km an old culvert is existing in damaged condition , New culvert with 0.900 m dia proposed.at 4/300-4/350 km BT Surfce is damaged and pot holes are formed at 4/5 km 3 vent pipe culvert is existing withy bad surface . in this reach wearing coat proposed.the BT renewal work is proposed up to BB Raopalli village end i.e 5/0 KM

Clearingand grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300mm, 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 1000m including disposal of top organic soil not exceeding 150 mm in thickness as per technical Construction of granular Sub base by providing well graded material / close graded material, spreading in uniform layers with motor grader on prepared surface mixing by mixing place method with rotavator at OMC and compacting with vibratory roller to acheive the desired density, complete as per Technical Specification clause 400.1 MORD/MORTH (Grading-III) including overhead charges & Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Vibratory Roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to

Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20mm thick pre-mix carpet and seal coat type B specification Clause 1904.2 MORDProviding and applying prime 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 MORD (for use on WBM) ,including overhead charges & Contractors profit but excluding VAT & Seigniorage chagres.Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 (0.275)kg per sqm on the prepared granular surfaces treated with primer / (or dry and hungry bituminous surface) & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding VAT.Providing, laying of close graded premix surfacing ( Mixed seal surfacing) material of 25 mm thickness by hot mix plant using hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type 'B') as per table 500.15 of specification 509 of MoRD, premixed with bituminous binder 60/70 grade (S-65,VG-30 Bulk) @ 23.75 Kg per 10 Sqm area, including cost of all materials ( excluding Construction of un-reinforced, dowel 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 1501.22 M30(Grade), coarse and fine agregates conforming to IS:383 maximum size of coarse agregate not exceeding 25mm, mixed in a concrete mixer of not less than Providing and laying cement concrete wearing course M 30 (Design Mix) grade using 20 & 10mm metal mechanically mixed including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD and 2702 MORTH ,including overhead charges and contractors profit but excluding cost of steel and VAT.Construction of granular shoulders by providing well graded material / close graded material, spreading in uniform layers with motor grader on prepared surface mixing by mixing place method with rotavator at OMC and compacting with vibratory roller to acheive the desired density, complete as per Technical Specification clause 400.1 MORD/MORTH (Grading-III) including overhead charges & Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit Plain cement concrete M 15 grade using 40,20 & 10mm metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding VAT. The estimate is prepared with current Revised SSR 2012-13 and submitted for Technical sanction

Page 6 of 65

GENERAL ABSTRACT

S.No Item Amount

1 2 3

1 Cost of Civil Work 6586054.00

2 As per CD Works Sub Estimate 217426.00

3 Road Furniture Ls 30000.00

4 LS Provision for VAT @ 5% 341674.00

5 Seignorage Charges 329529.00

6 Provision for QC Charges at 0.5% 34167.00

7 LS for U/F Items 43800.00

TOTAL ESTIMATE COST Rs. 7582650.00

Asst.Exe. Engineer, Dy.Executive Engineer,PR Proj. Sub Divin.Jagtial PR Proj. Sub Divin.,Jagtial

Executive Engineer, Superintending Engineer(PR) PIU Division, Karimnagar PR Circle. Karimnagar

Name of the work : BT to Road from Maithapoor to Cherlakondapur of Raikal Mandal in (PR) PIU Sub Division

Jagtial

Page 7 of 65

DETAILED AND ABSTRACT ESTIMATE

Name of the work :

LENGTH OF ROAD : 2.25 KMGrant:- AP RDF 2012-13 Est. Cost :- Rs. 60.00 Lakhs

Description of Item Nos Length Width Qty Rate Unit Amount

1 2 3 4 5 6 7 8 9 101

Ch 2/4-4/0 km 2 1600.00 1.50 4800.04800.00 1.85 Sqm 8880.00

2

Village portin 0/800-1/150 km 1 350.00 (7.50+10)/2 0.20 612.50

As per calculation sheets ### 155.39 Cum ###3

ch 4/300-4/350 1 2247.00 4.00 0.150 1348.201348.20 395.77 Cum ###

BT to Road from Maithapoor to Cherlakondapur of Raikal Mandal in (PR) PIU Sub Division Jagtial

Sl.No

Thickness

Clearingand grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300mm, 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 1000m including disposal of top organic soil not exceeding 150 mm in thickness as per technical specification clause 201-1 of MORD, including all over heads, and Contractors profit and seinorage charges.

Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with 8 to 10 T capacity vibratory roller to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD/ 305 MORTH using machinery including overhead charges & Contractor profit, But excluding VAT & Seignorage charges.

Construction of granular Sub base by providing well graded material / close graded material, spreading in uniform layers with motor grader on prepared surface mixing by mixing place method with rotavator at OMC and compacting with vibratory roller to acheive the desired density, complete as per Technical Specification clause 400.1 MORD/MORTH (Grading-III) including overhead charges & Contractor profit, but excluding VAT & Seignorage charges.

Page 8 of 65


1 2 3 4 5 6 7 8 9 10

Sl.No

Thickness

4

ch 4/300-4/350 1 2247.00 0.150 0.000.00 2041.02 Cum 0.00

6

as per sub estimate253.62 185.23 Sqm 46978.00

7

#REF! 1 12.00 (20+3.75)/2 142.50ch 3/8--4/1 1 100.00 4.00 400.00ch 4/300-4/350 1 50.00 4.00 200.00

742.50 33.06 Sqm 24547.008

Ch 0/0-0/12 km 1 12.00 (20+3.75)/2 142.50Ch0/012-0/800 km 1 600.00 3.75 2250.001/150 -1/390 1 240.00 3.75 900.00ch 1/390-1/400 1 10.00 (20+3.75)/2 118.75Ch 1/400-1/950 km 1 550.00 3.75 2062.50Ch 2/0-2/4 km 1 400.00 3.75 1500.00

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Vibratory Roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 MORD by manual means using HBG metal 60-63 mm (50%),40-45 mm metal (46%) and HBG metal 19-22 mm(4%) for compacted thickness of 75 mm including overhead charges & Contractor profit, but excluding VAT & Seignorage charges.

Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20mm thick pre-mix carpet and seal coat type B specification Clause 1904.2 MORD

Providing and applying prime 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 MORD (for use on WBM) ,including overhead charges & Contractors profit but excluding VAT & Seigniorage chagres.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 (0.275)kg per sqm on the prepared granular surfaces treated with primer / (or dry and hungry bituminous surface) & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding VAT.

Page 9 of 65


1 2 3 4 5 6 7 8 9 10

Sl.No

Thickness

3/8-5/0 km 1 1200.00 3.75 4500.00

### 11.78 Sqm ###9

Bellmouth 0/0-0/015 1 12.00 (20+3.75)/2 142.50

Ch0/012-0/800 km 1 600.00 3.75 2250.001/150 -1/390 1 240.00 3.75 900.00ch 1/390-1/400 1 10.00 (20+3.75)/2 118.75ch 1/400-1/950 1 550.00 3.75 2062.50Ch 2/0-2/4 1 400.00 3.75 1500.003/8-5/0 1 1200.00 3.75 4500.00

### 172.36 Sqm ###10

Village portin 0/800-1/200 km 1 350.00 3.75 0.20 262.50extra width at curves 2 25.00 0.50 0.20 5.001/950-2/0 km 1 50.00 3.75 0.20 37.50

Bellmouth at 2/0 km 1 15.00 (20+3.75)/2 0.20 35.63340.63 5174.47 Cum ###

Providing, laying of close graded premix surfacing ( Mixed seal surfacing) material of 25 mm thickness by hot mix plant using hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type 'B') as per table 500.15 of specification 509 of MoRD, premixed with bituminous binder 60/70 grade (S-65,VG-30 Bulk) @ 23.75 Kg per 10 Sqm area, including cost of all materials ( excluding seigniorage ) and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 Tonnes as per MoRD Specification 509 complete for finished item of work in all respects as directed by Engineer-in-charge.

Construction of un-reinforced, dowel 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 1501.22 M30(Grade), coarse and fine agregates conforming to IS:383 maximum size of coarse agregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approachs to bridge/culvert and construction joint, admixtures as approved, curing of concrete slabs for 14 days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501.22 including overhead charges & Contractors profit but excluding VAT & Seignorage charges.

Page 10 of 65


1 2 3 4 5 6 7 8 9 10

Sl.No

Thickness

11

ch 4/5 1 19.00 7.50 0.10 14.25 9487.60 cum ###12

For BT Road PortionCh 0/0-0/800 2 800.00 1.00 0.075 120.00Ch 0/8-1/150 2 350.00 1.00 0.20 140.00Ch 1/150-1/950 2 800.00 1.00 0.20 320.00Ch 2/0-5/0 2 3000.00 1.00 0.075 450.00

1030.00 395.77 Cum ###Cum

T O T A L Rs : 6586054.00




Construction of granular shoulders by providing well graded material / close graded material, spreading in uniform layers with motor grader on prepared surface mixing by mixing place method with rotavator at OMC and compacting with vibratory roller to acheive the desired density, complete as per Technical Specification clause 400.1 MORD/MORTH (Grading-III) including overhead charges & Contractor profit, but excluding VAT & Seignorage charges.

Page 11 of 65

SIDE DRAIN SUB ESTIMATE

Name of the work :

Side drain in Village portion @ 2/60 to 2/80 Km

Est. Cost :- Rs. 1.08 Lakhs


1 2 3 4 5 6 7 8 9 101

2/50 to 2/90 km 1 100.00 1.00 0.40 40.0040.00 103.74 Cum 4150.00

2

2/50 to 2/90 km 1 100.00 1.00 0.10 10.0010.00 3144.44 Cum 31444.00

3

2/50 to 2/90 km 2 100.00 0.23 0.45 20.7020.70 3518.27 Cum 72828.00

T O T A L Rs : 108422.00



Grant:- 13th Finance CommissionSl.No

Thickness

Earthwork in excavation for structures 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 as per Technical Specification 305 MORD / 304 MORTH ,including overhead charges & Contractors profit but excluding VAT.

Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding VAT.

Plain cement concrete M 15 grade using 40,20 & 10mm metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding VAT.

Page 12 of 65

SIDE DRAIN SUB ESTIMATE

Name of the work :

LENGTH OF ROAD : 1.97 KMGrant:- AP RDF 2012-13 Est. Cost :- Rs. 0 Lakhs


1 2 3 4 5 6 7 8 9 10For Side Drain

1

0/800-1/0 2 200.00 1.00 0.50 200.003/00 to 3/070 Km 1 70.00 1.10 0.60 46.203/160 to 3/275 Km 1 115.00 1.10 0.60 75.903/590 to 3/670 Km 1 80.00 1.10 0.60 52.80

0.00 103.74 Cum 0.00

2

3/415 to 3/550 Km 1 135.00 1.10 0.60 89.100.00 150.75 Cum 0.00

3

2 200.00 1.00 0.10 40.00

3/00 to 3/070 Km 1 70.00 1.00 0.10 7.003/160 to 3/275 Km 1 115.00 1.00 0.10 11.503/415 to 3/550 Km 1 135.00 1.00 0.10 13.503/590 to 3/670 Km 1 80.00 1.00 0.10 8.00

0.00 3144.44 Cum 0.00

4

1 20.00 0.45 0.45 4.05


Sl.No

Thickness


Excavation for roadway in hard rock with controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with all lifts and leads upto 1000 m as per Technical Specification Clause 302.3.5 MORD / 301 MORTH

Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding VAT.2/80 to 3/00 Km Village portion

Plain cement concrete M 15 grade using 40,20 & 10mm metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding VAT.2/80 to 3/00 km on Existing Drain

Page 13 of 65


1 2 3 4 5 6 7 8 9 10

Sl.No

Thickness

2 30.00 0.23 0.75 10.35

3/00 to 3/070 Km 1 70.00 0.20 0.45 6.30

1 70.00 0.20 0.60 8.40

3/160 to 3/275 Km 1 115.00 0.20 0.45 10.35

1 115.00 0.20 0.60 13.80

3/415 to 3/550 Km 1 135.00 0.20 0.45 12.15

1 135.00 0.20 0.60 16.20

3/590 to 3/670 Km 1 80.00 0.20 0.45 7.20

1 80.00 0.20 0.60 9.600.00 3518.27 Cum 0.00

5

1 30.00 0.60 18.00

3/00 to 3/070 Km 1 70.00 0.60 42.003/160 to 3/275 Km 1 115.00 0.60 69.003/415 to 3/550 Km 1 135.00 0.60 81.003/590 to 3/670 Km 1 80.00 0.60 48.00

0.00 939.81 0.00

6

3/160 to 3/275 Km 58 58.003/415 to 3/550 Km 68 68.003/590 to 3/670 Km 40 40.00

0.00 285.05 Rm 0.007

3/160 to 3/275 Km 1 115.00 0.60 0.225 15.53

2/80 to 3/00 Km Village portion

Plastering with CM(1:3) Prop: 12mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)

2/80 to 3/00 Km Village portion

10 Sqm

Providing weep holes 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 MORD / 2706 & 2200 MORTH.,including overhead charges & Contractors profit but excluding VAT & Seigniorage chares.

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 MORD / 710.14 of IRC, 78 & 2200 MORTH ,including overhead charges & Contractors profit but excluding VAT & Seigniorage chares.

Page 14 of 65


1 2 3 4 5 6 7 8 9 10

Sl.No

Thickness

3/415 to 3/550 Km 1 135.00 0.60 0.225 18.233/590 to 3/670 Km 1 80.00 0.60 0.225 10.80

0.00 1384.52 Cum 0.00

T O T A L Rs : 0.00


CD WORK ABSTRACT

Description of work Qty. Rate per Amount

1 2 3 4 5 61

1 136339.00 136339.00

2 1 81087.00 81087.00

Total Rs ###



Name of the work : BT to Road from Maithapoor to Cherlakondapur of Raikal Mandal in (PR) PIU Sub Division Jagtial

Sl. No.

Construction of 1 Vent 900dia pipe Culvert @ 4/1 at canal and B,B rajpalli village starting point Km

Construction of 1 Vent 600 dia pipes laying @ 0/800Km 1/0 and 2/0 km

Page 16 of 65

SUB ESTIMATE FOR CD WORK

Construction of 1 Vent 900dia pipe Culvert @ 3/275 Km

Sl. Description of work No L B D Qty. Rate per Amount1 2 3 4 5 6 7 8 9 10 111

Body walls 2 5.50 1.00 1.60 17.60Under pipes 1 5.50 1.50 1.00 8.25Cistern 1 1.80 1.40 0.50 1.26

27.11 103.74 1 Cum 2812.002


4.10 ### 1 Cum 12892.003

Body walls 2 5.50 0.75 1.50 12.38Parapet walls 2 5.50 0.40 0.45 1.98Deduct pipe portion 1.57 1.00 0.75 1.00 -1.18Cistern 1 3.00 0.30 1.00 0.90

14.08 ### 1 Cum 58365.00

4

3 2.50 7.50 ### 1 Rmt 48215.005

1 6.20 1.50 1.20 11.16Deduct for Pipe pirtion 0.79 6.20 1.00 1.00 -4.90





Providing and laying reinforced cement concrete pipe 900mm dia NP3 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 wall and parapets. Tech Specification Clause 1106 MORD ,including overhead charges & Contractors profit but excluding VAT.

Filling in foundation trenches with Stone dust as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH ,including overhead charges & Contractors profit but excluding VAT.

Page 17 of 65


NET : 6.26 707.60 Cum 4430.006

3/380 to 3/550 km 1 6.20 1.50 0.20 1.861.86 ### Cum 9625.00

Total ###




Page 18 of 65

(PR) PIU Division, Karimnagar

Page 19 of 65

CD WORK SUB ESTIMATE

Construction of 1 vent 1.80M Span RCC Slab culvert @ 3/180


For Raft 1 4.00 6.10 1.50 36.60For Wing walls 2 5.00 2.50 0.90 22.50

0.00 103.74 1 Cum 0.002

For Raft 1 4.00 6.10 0.15 3.66For Wing walls 2 4.00 1.00 0.30 2.40

0.00 3144.44 1 Cum 0.003

For AbutmentRaft 1 4.00 6.10 0.60 14.64

Abutment2 2 4.00 3.00 29.40

For Wing walls 2 5.00 4.20 58.80Parapet wall 1 13.00 0.40 0.60 5.85

0.00 3518.27 1 Cum 0.00





(2.00+0.45)2(2.20+0.60)2

Page 20 of 65


Bed blocks 2 4.00 0.45 0.30 1.08Deck Slab 1 4.00 2.70 0.30 3.24

0.00 5177.20 1 Cum 0.00

7

0.000 60351.60 1 mt 0.00

TOTAL 0.00



Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding VAT upto 5m height.

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 MORD / 1600 MORTH, for Bars below 36 mm dia including over laps and wastage, where they are not welded ,including overhead charges & Contractors profit but excluding VAT.

Page 21 of 65

CD WORK SUB ESTIMATE

Construction of 1 vent 0.90M RCC Slab Culvert @ 2/770 Km


1 12.00 2.00 1.00 24.0024.00 103.74 1 Cum 2490.00

2

1 12.00 2.00 0.15 3.603.60 3144.44 1 Cum 11320.00

3

2 12.00 0.45 0.90 9.729.72 3518.27 1 Cum 34198.00

4

1 12.00 1.80 0.23 4.974.97 5177.20 1 Cum 25731.00





Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding VAT upto 5m height.

Page 22 of 65


0.250 60351.60 1 mt 15088.00

TOTAL 88827.00




SEIGNEORAGE CHARGES STATEMENT

Description of item Unit QtyAmount

1 2 3 4

1 BSG 75mm thick Patchwork Cum 0.00 75.15 0.002 Patch work 20mm thick Sq.m 253.62 1.65 418.00

3 Gr II metal Cum 0.00 60.50 0.00

4 Granular Shoulders Cum 1030.00 28.16 29005.00

5 Granular Sub base Cum 1348.20 28.16 37965.00

6 MSS Sq.m 11473.75 1.70 19505.00

7 Earth work for Side drain Cum 10012.66 22.00 220279.00

8 PCC M10 grade for side drain Cum 0.00 63.00 0.00

9 PCC M15 grade for side drain Cum 0.00 59.20 0.00

11 CC Slab Cum 14.25 63.00 898.00

12 CC for pavement Cum 340.63 63.00 21459.00

Total Seigneorage Charges 329529.00




Sl. No

Seignorage rate


Construction of 1 Vent 600 dia pipe Culvert @ 3/415 Km



14.88 103.74 1 Cum 1544.00

2


3.07 ### 1 Cum 9653.00

3


8.34 ### 1 Cum 34571.00

4

3 2.50 7.507.50 ### 1 Rmt 23518.00







1 6.20 1.20 1.20 8.93Deduct for Pipe pirtion 0.79 6.20 0.70 0.70 -2.40 NET : 6.53 707.60 Cum 4621.00

6

1 6.20 1.20 0.20 1.491.49 ### Cum 7710.00

Total 81617.00


0





Construction of 1 Vent 600 dia pipe Culvert @ 3/520 Km



14.88 103.74 1 Cum 1544.00

2


3.07 ### 1 Cum 9653.00

3


8.34 ### 1 Cum 34571.00

5

3 2.50 7.507.50 ### 1 Rmt 23518.00







5

1 6.20 1.20 1.20 8.93Deduct for Pipe pirtion 0.79 6.20 0.70 0.70 -2.40 NET : 6.53 707.60 Cum 4621.00

6

1 6.20 1.20 0.20 1.491.49 ### Cum 7710.00

Total 81617.00


0




Page 30 of 65


Construction of 1 Vent 600 dia pipes laying @ 0/800 Km 1/0 and 2/0 km


c) 1 Vent 600 dia pipes laying in village portionUnder pipes 3 7.50 0.75 0.75 12.66

12.66 103.74 1 Cum 1313.002

c) 1 Vent 600 dia pipes laying in village portionUnder pipes 3 7.50 0.75 0.10 1.69

1.69 ### 1 Cum 5314.005

c) 1 Vent 600 dia pipes laying in village portion3 7.50 22.50

22.50 ### 1 Rmt 70554.00

5

c) 1 Vent 600 dia pipes laying in village portion3 7.50 0.75 0.75 12.66

Deduct for Pipe pirtion 0.75 7.50 0.65 0.65 -7.14 NET : 5.52 707.60 Cum 3906.00

Total 81087.00








Page 31 of 65


Page 32 of 65

PRE MEASUREMENTSName of the work :

Description of Item Nos Length Width Qty

1 2 3 4 5 6 72

0/0-0/200 km 1 15.00 0.50 7.5010 0.50 0.50 2.501 3.00 1.00 3.00

0/200-0/400 km 1 0.50 3.75 1.885 1.00 1.00 5.00

0/400-0/600 1 5.00 2.00 10.001 1.00 1.00 1.00

0/600-0/800 5 1.00 1.00 5.001/150-1/200 km 15 1.00 1.00 15.00

1 15.00 2.00 30.001 15.00 2.50 37.501 5.00 3.00 15.00

1/2-1/4 1 15.00 3.75 56.251 1.20 0.30 0.36

1/4-1/6 1 0.50 3.75 1.8810 1.00 1.00 10.00

2/0-2/2 8 1.00 1.00 8.002/2-2/4 1 15.00 2.00 30.002/4-3/0 5 1.00 1.00 5.003/0-3/8 5 1.00 1.00 5.004/8-5/0 km 1 1.00 3.75 3.75

253.62




Sl.No

Thickness

Premeasurements of pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20mm thick

Page 33 of 65

Road Furniture Sub-Estimate

S.No Description of work Quantity Rate Per Amount 1 2 3 4 5 61

1.00 5850.00 Each 5850.002

6.00 2500.00 Each 15000.003

2.00 2500.00 Each 5000.004

8.00 1200.00 Each 9600.005

28.00 400.00 Each 11200.00

TOTAL 46650.00


Executive Engineer,(PR) PIU Division, Karimnagar


Supply and fixing of Name Board including cost of materials, fixing, painting, lettering etc., complete

Supply and fixing of Caution Board including cost of materials, fixing, painting, lettering etc., complete

Supply and fixing of Village Board including cost of materials, fixing, painting, lettering etc., complete

Supply and fixing of KM Stones including cost of materials, fixing, painting, lettering etc., complete

Supply and fixing of HM Stones including cost of materials, fixing, painting, lettering etc., complete

Page 34 of 65

DATA - SHEET (As per 2012-13)

Desription of Item Unit Qty Rate Amount

1

Unit = 10 sqmTaking output = 1 hectareBy Mechanical means In area on non-thorny jungle (light jungle)

a) LabourMate day 0.16 285.00 45.60Mazdoor (Unskilled) day 4.00 250.00 1000.00

b) Machinery

hour 10.00 1499.250 14992.50

Tractor with trolley 3t hour 1.00 361.00 361.0016399.10

c) Add 14% for over head charges & Contractors profit (excl.4% VAT) 2295.87Rate for hectare a+b+c 18694.97Rate per 1 Sqm=(a+b+c)/10116.81 1.85

2

For Grading III Material (CBR Value min 20)Taking output = 300 cum

a) LabourMazdoor (Skilled) day 2.40 285.00 684.00Mazdoor (Unskilled) day 8.00 250.00 2000.00

b) MachineryMotor grader for grading 110 HP @ 50 cum per hour hour 6.00 0.00Vibratory Roller 80-100 KN @ 10 cum per hour hour 6.00 2384.90 14309.40Tractor with rotavator @ 25 cum per hour hour 12.00 367.00 4404.00Water tanker 6kl capacity hour 3.00 372.00 1116.00

c) MaterialWell graded granular sub-base material as per table 400.2Cost of materials9.5mm to 4.75 mm @ 66% (Gravel) cum 255.00 75.00 19125.002.36mm below @ 34% (Sand) cum 129.00 248.00 31992.00Cost water Kl 18.00 90.00 1620.00Basic rate of Granular sub base for 300 cum 75250.40

a) Basic rate of Granular sub base cum 250.83

c) 35.12

285.95Add for conveyance for Gravel cum 0.85 85.80 72.93


S. No.

Index Code

RBR STCL-2

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth up to 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, up to 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 MORD including otherhead and contractor profit but excluding VAT & Seignorage charges.

Dozer D 50 with attachment or suitable machinery for removal of trees & stumps

RBR SBBS-1

Construction of granular shoulders by providing well graded material / close graded material, spreading in uniform layers with motor grader on prepared surface mixing by mixing place method with rotavator at OMC and compacting with vibratory roller to acheive the desired density, complete as per Technical Specification clause 400.1 MORD/MORTH (Grading-III) including overhead charges & Contractor profit, but excluding VAT & Seignorage charges.

Add 14% for over head charges & Contractors profit (excl.4%VAT)

Page 35 of 65

Desription of Item Unit Qty Rate AmountS. No.

Index Code

Add for conveyance for Gravel cum 0.43 85.80 36.89Rate per cum 395.77

3RB

R-SB

BS-9

WBM Grading 2 (using Graded Metal)

By Manual meansTaking out put = 360 cum

a) LabourMazdoor (Skilled) day 12.08 285.00 3442.80Mazdoor (unskilled) day 250.00 250.00 62500.00

b) Machineryhour 36.00 920.60 33141.60

Water tanker 6kl capacity hour 24.00 372.00 8928.00c) Material (Total Qty 435.60 Cum)

60-63 mm IRC HBg Metal (50% of 435.60 cum) Cum 217.80 448.00 97574.4040-45 mm IRC HBG Metal (46% of 435.60 cum) Cum 200.38 732.50 146778.3519-22 mm IRC HBG Metal (4% of 435.60 cum) Cum 17.42 1317.50 22950.85Stone Screening

cum 86.40 526.25 45468.00

cum 28.80 260.00 7488.00

Basic rate for 360 Cum 428272.00Rate per Cum 1189.64

d) Over head charges & Contractors profit @ 14.00% 166.55Rate per cum with out conveyance 1356.19Conveyance charges60-63 mm IRC HBG Metal (50% of 435.60 cum) Cum 217.80 447.60 97487.2840-45 mm IRC HBG Metal (46% of 435.60 cum) Cum 200.38 447.60 89690.09

Cum 17.42 447.60 7797.19Stone Screening

cum 86.40 447.60 38672.64

cum 28.80 447.60 12890.88

Total Conveyance charges 246538.08Conveyance charges per cum 684.83Rate per cum including conveyance 2041.02

4

RBR-

SBBS

-9

WBM Grading 3 (using Graded Metal)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Vibratory Roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 MORD by manual means using HBG metal 60-63 mm (50%),40-45 mm metal (46%) and HBG metal 19-22 mm(4%) for compacted thickness of 75 mm including overhead charges & Contractor profit, but excluding VAT & Seignorage charges.

Three wheel 80-100 kN static roller @ 10 cum per hour

Type B 11.2 mm for Grading 2 @ 0.18 / 0.20 cum/10sqm (Average rate of 5-7mm & 2.36-5mm)Binding Material @ 0.06 cum per 10 sqm for Grading 2 material (2.36mm below metal )

19-22 mm IRC HBG M/C Metal (4% of 435.60 cum)Type B 11.2 mm for Grading 2 @ 0.18 / 0.20 cum/10sqm (Average rate of 5-7mm & 2.36-5mm)Binding Material @ 0.06 cum per 10 sqm for Grading 2 material

Page 36 of 65


Index Code4

RBR-

SBBS

-9

By Manual meansTaking out put = 360 cum

a) LabourMazdoor (Skilled) day 12.08 285.00 3442.80Mazdoor (unskilled) day 250.00 250.00 62500.00

b) Machineryhour 36.00 920.60 33141.60

Water tanker 6kl capacity hour 24.00 372.00 8928.00c) Material (total Qty of Metal 435.60 Cum)

Cum 357.19 732.50 261641.68

Cum 78.41 1317.50 103305.18

Stone ScreeningType -B 11.2mm @ 0.18 cum per 10 sqm cum 86.40 526.25 45468.00Binding MaterialBasic rate for 360 Cum 518427.26 Rate per Cum 1440.08

d) Over head charges & Contractors profit @ 14.00% 201.61Rate per cum 1641.69Conveyance charges

Cum 357.19 447.60 159878.24

Cum 78.41 447.60 35096.32

Stone Screeningcum 86.40 447.60 38672.64

Total Conveyance charges 233647.20Conveyance charges per cum 649.02Rate per cum including conveyance 2290.71

5

By Manual MeansUnit = sqmTaking output = 800 sqm (60 cum)Bitumen (S-65)

a) Labour Mate dayMazdoor (Unskilled) day 106.00 250.00 26500.00

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Vibratory Roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 MORD/ MORTH 404 by manual means using HBG metal of 40-45 mm (82%) and 19-22 mm (18%) for compacted thickness of 75 mm, including overhead charges & Contractor profit, But excluding VAT & Seignorage charges.

Three wheel 80-100 kN static roller @ 10 cum per hour

40-45 mm IRC HBG M/c Metal ( 82% of 435.60 Cum)19-22.40 mm IRC HBG M/c Metal ( 18% of 435.60 cum)

40-45 mm IRC HBG M/c Metal ( 82% of 435.60 Cum)19-22.40 mm IRC HBT M/c Metal ( 18% of 435.60 cum)

Type B 11.2 mm for Grading 3 @ 0.18 cum per 10sqm

RBR- BASC - 4

Providing, laying and rolling of built-up spray grout layer over prepared base consisting of a two layer composite construction of crushed coarse aggregates using motor grader for aggregates. Key stone chips spreader may be used with application of bituminous binder after each layer, and with key aggregates placed on top of the second layer to serve as a base, conforming to the line, grades and cross-section specified, the compacted layer thickness being 75 mm as per Technical Specification Clause 505 MORD. (using Three wheel 80-100 KN static Roller/ Vibratory Roller 80-100 KN).

Page 37 of 65


Index Code

day 10.00 285.00 2850.00Bitumen Sprayer day 2.50 250.00 625.00Mazdoor (Semi-Skilled) day 25.50 250.00 6375.00

b) Machinery

hour 6.00 182.00 1092.00Three wheel 80-100 KN static roller hour 6.00 920.60 5523.60

c) Material

t 2.40 37182.45 89237.87

cum 80.00 895.00 71600.00

cum 10.40 832.00 8652.80212456.27

Final Rate per Cum 3540.94d) 495.73

cum 1.330 447.60 595.31

cum 0.173 447.60 77.43

Rate per cum 4709.41

6

Unit = sqmTaking output = 200 sqm(a) LabourMate day -Mazdoor (Unskilled) day 20.80 250.00 5200.00(b) MachineryAir compressor 210 cfm with tractor hour 2.00 402.00 804.00Bitumen pressure distributor hour 2.00 1016.00 2032.00Mix all 6/10t capacity hour 2.00 520.00 1040.00Three wheeled 80-100 kN Static Roller hour 4.00 920.60 3682.40(c) Materials

MT 0.06 37182.45 2379.68

MT 0.29 37182.45 10857.27

MT 0.00 37182.45 0.00

cum 5.40 811.25 4380.75

cum 0.00 248.00 0.00

Basic Rate for 800 Sqm 30376.10

Chips spreader (Stone Packer)

Bitumen boiler oil fired, capacity 1000 lts fitted with spray set

Bitumen 30 kg per 10 sqm @ 15 kg per 10 sqm for each layer 60/70 GradeCrushed stone coarse aggregate passing 53mm and retained on 2.8 mm sieve @ 0.5 cum per 10 sqm for each layerKey aggregates passing 22.4 mm and retained on 2.8 mm sieve @ 0.13 cum per 10 sqm

Add 14% for over head charges & Contractors profit (excl.4%VAT)Add for conveyance for coarse aggregate passing 53mm and retained on 2.8 mm sieveAdd for conveyance for metal Key aggregates passing 22.4 mm and retained on 2.8 mm sieve

Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20mm thick pre-mix carpet and seal coat type B specification Clause 1904.2 MORD

Bitumen for tack coat @ 3kg per 10 sqm 200 x 3 / 10 = 60 kgBitumen for pre-mix carpet @ 14.60 kg per 10 sqm = 200 x 14.6 / 10 = 292 kgBitumen for seal coat @ 6.8 kg per 10 sqm= 200 x 6.8 / 10 = 136 kgCrushed stone aggregate 13.2 mm to 5.6 mm @ 0.27 cum per 10 sqm= 200x0.27/10=5.4cum Crushed sand passing 2.36 mm sieve and retained on 180 micron sieve @ 0.06 cum per 10 sqm200 x 0.06 / 10 = 1.20 cum

Page 38 of 65


Index Code

Rate per Sqm 151.8821.26

e) Conveyance

Cum 0.027 447.60 12.09

Cum 0.000 130.60 0.00

Final Rate per Sqm (20mm thick) 185.23

Prime CoatLow porosity

7

Unit = sqmTaking output = 1750 sqm

Mate day -Mazdoor (Unskilled) day 1.04 250.00 260.00b) MachineryHydraulic broom @ 1250 sqm per hour hour 1.40 310.00 434.00Air compressor 210 cfm hour 1.40 402.00 562.80

hour 1.00 748.00 748.00

Water tanker 6 kl capacity 1 trip per hour hour 0.50 372.00 186.00c) MaterialBitumen emulsion (SS-1) @ 0.85 kg per sqm t 1.48 32443.14 48015.84Cost of water kl 3.00 0.00 0.00

50206.64

50206.64Rate per sqm = (a+b+c+d+e)/1750 28.69Add 14% for Over head charges & Contractors profit (excl. 4% VAT ) 14% 4.02Rate per sqm = (a+b+c+d+e)/1750 Rs. 32.71

8

RBR-

BASC

-2

Unit = sqmTaking output = 1750 sqm

Mate day -Mazdoor (Unskilled) day 1.040 250.00 260.00b) MachineryHydraulic broom @ 1250 sqm per hour hour 1.400 310.00 434.00Air compressor 210 cfm hour 1.400 402.00 562.80

d) Overheads & Contractor's profit @ 14.00 %

Crushed stone aggregate 13.2 mm to 5.6 mm @ 0.27 cum per 10 sqmCrushed sand passing 2.36 mm sieve and retained on 180 micron sieve @ 0.06 cum per 10 sqm

RBR-BASC

-1

Providing and applying prime 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 MORD (for use on WBM) ,including overhead charges & Contractors profit but excluding VAT & Seigniorage chagres.

a) Labour

Bitumen emulsion pressure distributor @ 1750 sqm/hour

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 (0.275)kg per sqm on the prepared granular surfaces treated with primer / (or dry and hungry bituminous surface) & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD,including overhead charges & Contractors profit but excluding VAT.

a) Labour

Page 39 of 65


Index Code

hour 1.000 748.00 748.00c) MaterialBitumen emulsion (RS-1) @ 0.275 kg per sqm tonne 0.480 33494.19 16077.21Cost of 1750 sqm = (a+b+c+d+e) 18082.01Rate per sqm = a+b+c+d+e/1750 10.33

(e) d,e)Over head charges & contracots profit @ 14.00% on (a+b+c+d) 1.45Rate per sqm 11.78

9

By Manual MeansUnit = sqmTaking output = 8200 sqm (205 cum) (450 tonnes.)

a) Labour Mate day 0.84 285.00 239.40

day 14.00 250.00 3500.00

Skilled Mazdoor for checking line and levels. day 5.00 315.00 1575.00b) Machinery

Hot mix plant 40 to 60 TPH hour 12.00 16626.00 199512.00Generator 250 KVA hour 6.00 1609.00 9654.00Front end loader 1 cum capacity hour 6.00 1431.00 8586.00Mechanical Paver finisher @ 100 TPH hour 4.80 1183.00 5678.40Smooth wheeled roller 8-10 Tonnes hour 6.00 920.60 5523.60

c) MaterialFor Type 'B' HBG M/C aggregates 13.2mm to 0.09mm @ 0.27 cum per 10 sqm

t 19.48 37182.45 724314.07

cum 276.75 620.50 171723.38

Cost per 8200 Sqm (E) 1130305.85Final Rate per 1 Sqm 137.84

d) 19.30

cum 0.034 447.60 15.22

Rate per Sqm 172.36

10

RBR-

CCPV

-5

Cement Concrete Pavement

Emulsion pressure distributor @1750 sqm per hour

RBR- BASC - 4

Providing , laying of close graded premix surfacing ( Mixed seal surfacing) material of 25 mm thickness by hot mix plant using hard blasted granite crushed aggregates of 13.2mm to 0.09mm (Type 'B') as per table 500.15 of specification 509 of MoRD, premixed with bituminous binder 60/70 grade (S-65,VG-30 Bulk) @ 23.75 Kg per 10 Sqm area, including cost of all materials ( excluding seigniorage ) and transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled roller 8 to 10 Tonnes as per MoRD Specification 509 complete for finished item of work in all respects as directed by Engineer-in-charge.

Mazdoor working with HMP, Mechanical broom, paver, roller, asphalt cutter and assistance for setting outlines,levels and layout of construction.

(i) Bitumen 60/70 Grade @23.75 kg per 10 sqm (including conveyance to work site)(ii) AggregateAverage rate of IRC&MoRT&H HBG M/C metal of sizes 12-14mm, 9.5-11.2mm, 5-7mm, 2.36 - 5mm and HBG 2.36mm&below (excluding conveyance & seignorage)

Add for Over head charges and contractor's profit @ 14% on (A)+(B)+( C)Conveyance charges for 0.034cum of aggregates per 1 sqm to work site

Page 40 of 65


Index Code10

RBR-

CCPV

-5

Unit = cumTaking output = 75cum (172.50 t)(100x3.75 x 0.200)

a) LabourMason (1st class) day 5.00 315.00 1,575.00Mason (2nd class) day 5.00 285.00 1,425.00Mazdoor (unskilled) day 150.00 250.00 37,500.00Mazdoor(skilled) day 6.00 250.00 1,500.00Surveyor day 2.00 285.00 570.00Mazdoor (semi-skilled) day 6.00 250.00 1,500.00

day 1.00 285.00 285.00

44355.00b) Machinery

Hour 36.00 370.00 13,320.00

Needle vibrator Hour Screed vibrator Hour 9.00 40.00 360.00Plate vibrator Hour 9.00 40.00 360.00Water tanker 6 Kl. Capacity Hour 5.00 372.00 1,860.00Air compressor ( 1hour initial + 1 hour final) Hour 2.00 402.00 804.00

16,704.00c) Material(I)

20mm Cum 44.55 1183.75 52,736.0610mm Cum 22.95 811.25 18,618.19

(ii) cum 33.75 335.00 11,306.25

(iii) Cement @ 350 Kg/cum of concrete tonne 26.25 4400.00 115,500.00(iv) Polythene sheet 125 micron sqm 412.5 15.00 6,187.50(v)

Kg 117.6 45.50 5350.8

Bitumen primer @ 200ml. Per joint for 23 joints tonne 0.005 0.00 0.00Bitumenous sealant 800 ml. Per joint for 23 joints Litre 19.00 46.20 877.80


Black smith for cutting of dowel bars including removal of burrs, fabrications & fixing of dowel bars

Concrete mixer 0.28/0.40 cum capacity ( 6 mixers) with weight batcher and suitable capacity calibrated water tank

Crushed stone coarse aggregates, grading will be as per clause 1501.2.4.1 (Table 1500.1) of specifications @ 0.90 Cum/cum of concrete

Sand as per IS:383 and conforming to clause 1500.2.4.2. @ 0.45 cum of concrete

Mild steel dowel bar 25mm dia of grade S 240.500 mm long 20 Nos. at culvert/bridge slab and at construction joiont including 5 percent wastage(4x20x0.500) + 5 per cent wastage = 42m @ 2.80 Kg per m = 117.6 kg. (September 2012 Rate)

Page 41 of 65


Index Code

Jute rope 12mm dia including 5 per cent wastage m 90.00 5.00 450.00m 90.00 9.00 810.00

No 483.00 0.50 241.50

Plasticizer 0.5 per cent by weight of cement Litre 122.00 75.00 9150.00Curing compound (if used) @ 0.33 litre per sqm Litre 131.25 123.00 16143.75Joint filler board 20mm thick as per IS:1838 sqm 3.00 570.00 1710.00(4x3.75x0.200 = 3 sqm) 239081.85

300140.85(d) Form work @ 3% on (a+b+c) 9004.23

Cost for 75 cum = a+b+c+d 309145.08Rate per Cum = (a+b+c+d+e)/75 4121.93

(e) Over head charges & contracots profit @ 14.00% on (a+b+c+d) 577.07Rate per cum 4699.01Conveyance charges

(I)

20mm & 10mm Cum 0.90 447.60 402.84(ii) cum 0.45 130.60 58.77

Total Conveyance charges 461.61Conveyance charges per cum 461.61Form work @ 3% on conveyance charges 13.85Rate per cum including conveyance 5174.47

11

Unit = cumTaking output = 360 cum

Mate day - Mazdoor (Unskilled) day 2.080 250.00 520.00Driller day 315.00 0.00Blaster day 355.00 0.00b) Machinery 0.00

hour 6.00 1499.25 8995.50Tipper 5.5 cum capacity, 4 trips per hour hour 15.00 818.30 12274.50

21790.00d&e) Overheads & Contractors Profit 3050.60Cost for 180 cum =a+b+c+d+e 24840.60Rate per cum = (a+b+c+d+e)/180 138.00for Side drain

Debonding strips 3.75m. (length) x 10mm (width) x 5 mm (thick) cut-out of rubber filler board or similar material including 5 per cent wastagePolythene sheathing, covering 2/3rd dowel bars (20x23) and tight fit including 5 per cent wastage

Crushed stone coarse aggregates, grading will be as per clause 1501.2.4.1 (Table 1500.1) of specifications @ 0.90 Cum/cum of concrete

Sand as per IS:383 and conforming to clause 1500.2.4.2. @ 0.45 cum of concrete

RBR-EECD

-7

Removal of unsuitable / Unserviceable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 MORD / 301 MORTH

a) Labour

Excavator 0.90 cum bucket capacity @ 100 cum per hour

Page 42 of 65


Index Code

12

Ordinary soil Manual Means i Upto 3 m depth


Mate day -Mazdoor (Unskilled) day 3.64 250.00 910.00

sub Total 910.00 Overheads & Contractors Profit @14% 127.4Cost for 10 cum = a+b+c+d 1037.4sub Total 1037.40Rate per cum = /10 103.74

13


Mate day - Mazdoor (Unskilled) day 3.220 250.00 805.00Driller day 2.00 315.00 630.00Blaster day 0.50 355.00 177.50b) Machinery 0.00Dozer D-50 @ 30 cum per hour hour 6.00 1499.25 8995.50Air compressor, 210 cfm with 2 jack hammers hour 6.00 402.00 2412.00Front end loader 1 cum bucket capacity hour 6.00 1431.00 8586.00Tipper 5.5 cum capacity, 4 trips per hour hour 8.20 818.30 6710.06c) Materials 0.00Gelatine 80 per cent kg 70.00 30.00 2100.00

each 1008.00 12.08 12176.64

cum 90.00 0.0042592.70

d&e) Overheads & Contractors Profit 5962.98Cost for 180 cum =a+b+c+d+e 48555.68Rate per cum = (a+b+c+d+e)/180 269.75


Note : Classifications of Earth Work Specification are as per 302.2.1(a) of MORD and 301.2.1 of MORT&H

a) Labour

Excavation for roadway in hard rock with controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with all lifts and leads upto 1000 m as per Technical Specification Clause 302.3.5 MORD / 301 MORTH

a) Labour

Electric detonators @ 1 detonator for 2 gelatine stick of 285 gm eachCredit for excavated rock found suitable for use @ 50 per cent quantity blasted

Page 43 of 65


Index Code

14

P.C.C grade M 10Nominal mix 1:3:6Unit = cum(a) MaterialCement t 0.22 4400.00 968.00Coarse sand cum 0.45 335.00 150.7540 mm aggregate cum 0.9 732.50 659.25Water kl 1.2(b) Labour Mate day -Mason (1st Class) day 0.10 315.00 31.50Mazdoor (Unskilled) day 1.39 250.00 347.5(c) Machinery

hour 0.40 370.00 148.00

Water tanker 6 kl capacity hour 0.13 372.00 48.362353.36

4.00% 0.00

2353.36 Overheads & Contractors Profit @14% 329.47Rate per cum = a+b+c+d+e+f 2682.83Conveyance chargesCoarse sand cum 0.45 130.60 58.7740 mm aggregate cum 0.90 447.60 402.84Total Conveyance charges 461.61Conveyance charges per cum 461.61Rate per cum including conveyance 3144.44

Cement Mortar (1 : 3)Unit : 1cumA. MATERIALS:Cement kg. 480.00 4.40 2112.00Sand (including 5% wastage) cum 1.05 335.00 351.75C. LABOUR:Man mazdoor for mixing mortar day 0.20 250.00 50.00Grand Total 2513.75PLASTERING

15

Unit = 10 sqmA. MATERIALS:Cement Mortar (1:3) cum 0.15 2513.75 377.06B. LABOUR:

RBR-

FND

N-

4Providing concrete for plain concrete M 10 grade in open foundations using 40 mm nominal size Graded hard stone aggregate, mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 & 2100 MORTH ,including overhead charges & Contractors profit but excluding VAT.

Mechanical concrete mixer 0.4/0.28 cum capacity fitted with water measuring device and preferably also with load cell.

(d) Formwork @ 4% on cost of material, labour and machinery (a+b+c)

Plastering with CM(1:3) Prop: 12mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete for finished item of work. (APSS 901,906)

Page 44 of 65


Index Code

day 0.60 315.00 189.00Mazdoor (unskilled) day 0.96 250.00 240.00

806.06 Overheads & Contractors Profit @ 14% 112.85

918.91Conveyance chargesCoarse sand cum 0.160 130.60 20.90Rate per cum including conveyance 939.81

16

For height upto 5 mUnit = cumP.C.C grade M 15

Unit = cum(a) MaterialCement t 0.275 4400.00 1210.00Coarse sand cum 0.480 335.00 160.8040 mm aggregate cum 0.480 732.50 351.6020 mm aggregate cum 0.240 1183.75 284.1010 mm aggregate cum 0.080 811.25 64.90(b) Labour Mate day -Mason (1st Class) day 0.100 315.00 31.50Mazdoor (Unskilled) day 1.390 250.00 347.50(c) MachineryConcrete mixer 0.4/0.28 cum capacity hour 0.400 370.00 148.00

2598.404.00% 103.94

2702.34 Overheads & Contractors Profit @ 14% 378.33Rate per cum = a+b+c+d+e+f 3080.67Conveyance chargesCoarse sand cum 0.480 130.60 62.6940 mm aggregate cum 0.480 447.60 214.8520 mm aggregate cum 0.240 447.60 107.4210 mm aggregate cum 0.080 447.60 35.81Total Conveyance charges 420.77(d) Formwork @ 4% on (a+b+c) 4.00% 16.83Conveyance charges per cum 437.60Rate per cum including conveyance 3518.27

Mason 1st classRB

R-SB

ST-5 Plain cement concrete M 15 grade using 40,20 & 10mm metal mechanically mixed in

substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding VAT.Note : Water for concrete : A provision for cost of water may be added at 1.2 kl / 1 cum (including curing purpose) keeping the site conditionsCoarse Aggregate : Single grade nominal size can also be used instead of graded metal, keeping the site conditions in view

Nominal mix (1:2.5:5) using CC Mixer (MORD)

(d) Formwork @ 4% on cost of material, labour and machinery (a+b+c)

Page 45 of 65


Index Code

17

R.C.C. grade M 25 (Design Mix)Unit = cumHeight upto 5mCase I : Using concrete Mixer (a) MaterialCement t 0.403 4400.00 1773.20Coarse sand cum 0.450 335.00 150.7520 mm aggregate cum 0.540 1183.75 639.2310 mm aggregate cum 0.360 811.25 292.05(b) Labour Mate day -Mason (1st Class) day 0.10 315.00 31.50Mazdoor (Unskilled) day 1.39 250.00 347.50Add 20% extra on labour 75.80(c) MachineryConcrete mixer 0.4/0.28 cum capacity hour 0.40 370.00 148.00Generator 33 KVA hour 0.40 664.00 265.60Vibrator hour

3723.63(d) Formwork @ 10% on (a+b+c) 10.00% 372.36

4095.99 Overheads & Contractors Profit @14% 573.44Rate per cum = a+b+c+d+e+f 4669.43Conveyance chargesCoarse sand cum 0.450 130.60 58.7720 mm aggregate cum 0.540 447.60 241.7010 mm aggregate cum 0.360 447.60 161.14Total Conveyance charges 461.61(d) Formwork @ 10% on (a+b+c) 10.00% 46.16Conveyance charges per cum 507.77Rate per cum including conveyance 5177.20

18

Unit = t(a) Material

t 1.05 44400.00 46620.00Binding wire kg 8.00 65.00 520.00

Mate day -Blacksmith/ Bar bender day 10.00 330.00 3300.00Mazdoor (Unskilled) day 10.00 250.00 2500.00

52940.00 Overheads & Contractors Profit @14% 7411.60

RBR-

SBST

-5Reinforced cement concrete M25 grade (Design Mix) using 20 & 10mm metal mechanically mixed in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 MORD and 1500, 1700 & 2200 MORTH ,including overhead charges & Contractors profit but excluding VAT upto 5m height.

RBR-

SPST

-2


HYSD bars including 5 per cent for laps and wastage

(b) Labour for cutting, bending, tying and placing in position

Page 46 of 65


Index Code

Rate per t = a+b+c+d 60351.6019

RBR-SPST-5

Unit = cum(a) MaterialCement t 0.407 4400.00 1790.80Sand cum 0.45 335.00 150.7520 mm aggregate cum 0.54 1183.75 639.2310 mm aggregate cum 0.36 811.25 292.05

t 0.075 52940.003970.50

(b) Labour Mate day -Mason (1st Class) day 0.10 315.00 31.50Mazdoor (Unskilled) day 1.39 250.00 347.50

day 0.15 250.00 37.50c) MachineryConcrete mixer 0.4/0.28 cum capacity hour 0.40 370.00 148.00Generator 33 KVA. hour 0.40 664.00 265.60

7673.43(d) Formwork @ 3% of cost of concrete 3.00% 230.20

7903.63 Overheads & Contractors Profit @14% 1108.51Rate per cum = a+b+c+d+e+f 9012.14Conveyance chargesSand cum 0.45 130.60 58.7720 mm aggregate cum 0.54 447.60 241.7010 mm aggregate cum 0.36 447.60 161.14Total Conveyance charges 461.61(d) Formwork @ 3% of cost of concrete 3.00% 13.85Conveyance charges per cum 475.46Rate per cum including conveyance 9487.60

20

Unit = NosTaking output = 30 NosCM (1:3)Sand for mortar Cum 1.050 335.00 351.75Cement mt 0.480 4400.00 2112.00Mazdoor (Unskilled) day 0.200 250.00 50.00

2513.75(a) Material

m 31.500 213.00 6709.50

MS clamps Nos. 30 12.00 360.00


HYSD bar reinforcement including binding wire (Rate as per item 13.2) except OH & CP

Mazdoor (Unskilled) for cleaning deck slab concrete surface

RBR-SBST

-9

Providing weep holes 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 MORD / 2706 & 2200 MORTH.,including overhead charges & Contractors profit but excluding VAT & Seigniorage chares.

AC pipe 100 mm dia including wastage @ 5 per cent. Average length of weep hole is taken as one metre for the purpose of estimating

Page 47 of 65


Index Code

10.00% 213.00 21.30

Cement mortar 1:3 (For rate refer to item 11.5 I) cum 0.050 2513.75 125.69(b) Labour Mate day -Mason 1st Class day 0.500 315.00 157.50Mazdoor (Unskilled) day 0.280 250.00 70.00

7443.99c). Add 14% for Over head charges & Contractors profit (excl. 4% VAT ) 14% 1042.16

8486.15d). Add for conveyance of sand 0.053 1244.40 65.33

Rate per Each = a+b+c+d Rs 285.05

21

Unit = cumTaking output = 10 cumGranular material(a) Material

cum 6.000 156.00 936.00

40-45mm HBG metal cum 6.000 732.50 4395.00(b) Labour Mate day -Mazdoor (Unskilled) day 7.320 250.00 1830.00Mazdoor (skilled) day 1.000 250.00 250.00(c) MachineryWater Tanker of 6 KL capacity hour 0.060 372.00 22.32

7433.32d). Add 14% for Over head charges & Contractors profit (excl. 4% VAT ) 14% 1040.66

Rate per 10 cum = a+b+c+d 8473.98Rate per 1 cum = 847.40

e). Add for conveyance for Stone spalls cum 0.60 447.60 268.56Add for conveyance for Metal cum 0.60 447.60 268.56Rate per cum = (a+b+c+d+e ) Rs 1384.52

22

RBR-

PCVT

-3Collar for AC pipe (average taking 10% of above pipe rate)

Note in MORTH : 1. In case of stone masonry, the size of the weep hole shall be 150 mm x 80 mm or circular with 150 mm diameter.

2. For structure in stone masonry, the weep holes shall be deemed to be included in the item of stone masonry work and shall not be paid separately.

RBR-SBST-

11

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 MORD / 710.14 of IRC, 78 & 2200 MORTH ,including overhead charges & Contractors profit but excluding VAT & Seigniorage chares.

Filtermedia ( 50% field picked metal +50% 40mm metal

Soling stone of 150 mm size of granite, trap and Dolamite varieties.

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design.

Providing and laying reinforced cement concrete pipe NP3 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 wall and parapets. Tech Specification Clause 1106 MORD ,including overhead charges & Contractors profit but excluding VAT.

Page 48 of 65


Index Code

Unit = mTaking output = 7.5 m (3 pipes of 2.5 m length each)

i) 1000 mm dia

Mate day -Mason (1st Class) day 0.25 315.00 78.75Mazdoor (Unskilled) day 2.09 250.00 522.50

rm

b) MaterialSand at site cum 0.04 335.00 13.40Cement at site t 0.03 4400.00 132.00RCC pipe NP3 pipe m 7.50 6478.81 48591.08RCC pipe NP3 collar at site nos 2.00 1007.53 2015.05

51352.78 Overheads & Contractors Profit @ 14% 7189.39Cost for 7.5 m = a+b+c+d 58542.17Rate per m = (a+b+c+d)/7.5 7805.62Rate per m 7805.62Conveyance chargesSand at site cum 0.04 130.60 5.22Total Conveyance charges 5.22Conveyance charges per Rmt 0.70Rate per Rmt including conveyance 7806.32

ii) 900 mm dia

Mate day -Mason (1st Class) day 0.25 315.00 78.75Mazdoor (Unskilled) day 2.09 250.00 522.50

rm

b) MaterialSand at site cum 0.04 335.00 13.40Cement at site t 0.03 4400.00 132.00Rate for 1000 mm dia 746.65900 mm dia Rate derived from 1000 mm dia 671.99RCC pipe NP3 pipe m 7.50 5334.53 40009.00RCC pipe NP3 collar at site nos 2.00 804.19 1608.38

42289.37Overheads & Contractors Profit @ 14% 5920.51Cost for 7.5 m = a+b+c+d 48209.88Rate per m = (a+b+c+d)/7.5 6427.98Conveyance chargesSand at site for 1000mm dia cum 0.04 130.60 5.22Sand at site for 900mm dia 4.70Total Conveyance charges 4.70Conveyance charges per Rmt 0.63Rate per Rmt including conveyance 6428.61

iii) 600 mm dia

a) Labour

Laying & fixing of Pipes with colors in position including lifting, aligning etc.,

a) Labour

Laying & fixing of Pipes with collars in position including lifting, aligning etc.,

Page 49 of 65


Index Code

Mate day -Mason (1st Class) day 0.15 315.00 47.25Mazdoor (Unskilled) day 1.25 250.00 312.50Add 20% extra on labour 71.95

rm

b) MaterialSand at site cum 0.024 335.00 8.04Cement at site t 0.018 4400.00 79.20For 750 mm dia 518.94For 600 mm dia 415.15RCC pipe NP3 pipe m 7.50 2587.15 19403.61RCC pipe NP3 collar at site nos 2.00 404.37 808.74

20627.50 Overheads & Contractors Profit @ 14% 2887.85Cost for 7.5 m = a+b+c+d 23515.35Rate per m = (a+b+c+d)/7.5 3135.38Rate per m 3135.38Conveyance chargesSand at site for 750mm dia cum 0.024 130.60 3.13Sand at site for 600mm dia 2.50Total Conveyance charges 2.50Conveyance charges per Rmt 0.33Rate per Rmt including conveyance 3135.71

iii) 450 mm dia

Mate day -Mason (1st Class) day 0.15 250.00 37.50Mazdoor (Unskilled) day 1.25 0.00 0.00Add 20% extra on labour 7.50

rm

b) MaterialSand at site cum 0.024 335.00 8.04Cement at site t 0.018 4400.00 79.20For 750 mm dia 132.24For 450 mm dia 79.34RCC pipe NP3 pipe m 7.50 1458.11 10935.80RCC pipe NP3 collar at site nos 2.00 246.69 493.38

11508.52 Overheads & Contractors Profit @ 14% 1611.19Cost for 7.5 m = a+b+c+d 13119.71Rate per m = (a+b+c+d)/7.5 1749.30Rate per m 1749.30Conveyance chargesSand at site for 750mm dia cum 0.024 130.60 3.13Sand at site for 600mm dia 1.88Total Conveyance charges 1.88Conveyance charges per Rmt 0.25Rate per Rmt including conveyance 1749.55

a) Labour


a) Labour


Page 50 of 65


Index Code

RBR-

EECD

-4Construction of Embankment with Material Obtained from Borrow pits by Machinery

23


a) LabourMazdoor (Unskilled) day 1.04 250.00 260.00

b) Machineryhour 1.670 2600.30 4342.50

Tipper 5.5cum with 10T capacity hour 4.50 818.30 3682.35Dozer D50 for spreading @ 200 cum per hour hour 0.50 1499.25 749.63Tractor with Grader @ 25 cum per hour hour 4.00 367.00 1468.00Water tanker 6 KL capacity hour 2.00 372.00 744.00Vibratory Roller 80-100 KN @100cum per hour hour 1.00 2384.90 2384.90

c) Material

Basic rate of formation of road with borrow soils per Cum 136.31

d) Add 14.00 % for Over head charges & Contractors profit 19.08

Rate per cum 155.39


Executive Engineer,(PR) PIU Division, Karimnagar

Construction of embankment with approved material obtained from borrow pits with all lifts, transporting to site, spreading, grading to required slope and compacting with 8 to 10 T capacity vibratory roller to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 MORD/ 305 MORTH using machinery including overhead charges & Contractor profit, But excluding VAT & Seignorage charges.

Hydraulic Excavator 0.9 cum bucket capacity @ 60 cum per hour

Page 51 of 65

Description in Material Initial

1 2 3 4 5 6 7 8 9

1 Gravel Local 6.00 75.00 85.80 75.002 Sand for Mortar Local 10.00 335.00 130.60 335.003 60-63 mm HBG metal kondagattu 40.00 378.00 447.60 70.00 448.00###4 50-55 mm HBG Metal kondagattu 40.00 410.00 447.60 70.00 480.00###5 40-45mm HBG Metal kondagattu 40.00 530.00 447.60 70.00 132.50 732.506 19 - 22mm HBG metal kondagattu 40.00 998.00 447.60 70.00 249.50 1317.507 12-14 mm HBG Metal kondagattu 40.00 727.00 447.60 70.00 181.75 978.75###8 9.5-11.2 mm HBG Metal kondagattu 40.00 593.00 447.60 70.00 148.25 811.25###9 5-7 mm HBG Metal kondagattu 40.00 452.00 447.60 70.00 113.00 635.00###

10 2.36- 5mm HBG Metal kondagattu 40.00 278.00 447.60 70.00 69.50 417.50###11 40 mm HBG Metal- (SS5) kondagattu 40.00 530.00 447.60 70.00 132.50 732.5012 20 mm HBG metal-(SS5) kondagattu 40.00 891.00 447.60 70.00 222.75 1183.7513 12 mm HBG metal-(SS5) kondagattu 40.00 727.00 447.60 70.00 181.75 978.75###14 10 mm HBG Metal-(SS5) kondagattu 40.00 593.00 447.60 70.00 148.25 811.2515 2.36 mm Below Metal stone dust kondagattu 40.00 260.00 447.60 260.0016 Soling stone of 150 mm size kondagattu 40.00 86.00 447.60 70.00 156.00###17 Sand for Blindage Local 10.00 248.00 130.60 248.0018 Emulsion (SS-1) Vishakhapatnam 686.00 29108.45 2058.00 CST @ 5% 1276.69 32443.1419 Emulsion (RS-1) Vishakhapatnam 686.00 30115.34 2058.00 CST @ 5% 1320.85 33494.19

20 Vishakhapatnam 686.00 33648.63 2058.00 CST @ 5% 1475.82 37182.45

21 Local 4400.00 4400.0022 Local 44400.00 44400.00

LEAD STATEMENT (AS PER SSR 2012-13)Name of the work : BT to Road from Maithapoor to Cherlakondapur of Raikal Mandal in (PR)

PIU Sub Division JagtialSl

No.Name of the

QuarryLead in

KmConveyance charges

Blasting Charges

Machine Crushing Charges

Total Amount with out seignorage & conveyance

charges

Bitumen 60/70 grade oct,16 2012Cement Sep' 12Steel Sep' 12

Page 52 of 65

Description in Material InitialSl No.

Name of the Quarry

Lead in Km

Conveyance charges

Blasting Charges

Machine Crushing Charges

Total Amount with out seignorage & conveyance

charges

25 1000mm Dia NP3 Class Karimnagar 78.00 5170.00 701.80 -133.90 740.91 6478.811000mm Dia Collar Karimnagar 78.00 897.00 -18.69 129.22 1007.53



28 450mm Dia NP3 Class Karimnagar 78.00 1238.00 157.41 -104.12 166.82 1458.11450mm Dia Collar Karimnagar 78.00 230.00 -14.95 31.64 246.69CERTIFICATE:-1) The Leads Provided above are true and nearest to the site to the best of my knowledge and belief.

Asst.Exe. Engineer, Dy.Executive Engineer, Executive Engineer, Superintending EngineerPR Proj. Sub Divin.Jagtial PR Proj. Sub Divin.,Jagtial (PR) PIU Division, KarimnagarPR Circle. Karimnagar

Name of the work : BT to Road from Maithapoor to Cherlakondapur of Raikal Mandal in (PR) PIU Sub Division JagtialAs per IS 458

NP3 - RCC pipes made by Casting process

Dia in mm Steel kgs/mLongi spiral

300 50 0.78 1.53 0.054978 2.4936 5100 4400.00 46000 44400.00 -13.85 -3.99 -17.84

450 65 0.78 1.9 0.105165 2.908 5100 4400.00 46000 44400.00 -26.5 -4.65 -31.15

600 75 1.18 2.2 0.159043 3.644 5100 4400.00 46000 44400.00 -40.08 -5.83 -45.91

700 85 1.18 4.87 0.209623 6.6344 5100 4400.00 46000 44400.00 -52.82 -10.62 -63.44

900 100 2.66 11.55 0.314159 15.596 5100 4400.00 46000 44400.00 -79.17 -24.95 -104.12

1000 115 2.66 15.7 0.402831 20.244 5100 4400.00 46000 44400.00 -101.51 -32.39 -133.9

1200 125 3.55 21.25 0.520326 27.35 5100 4400.00 46000 44400.00 -131.12 -43.76 -174.88

Min. cement for NP3 pipes = 360 kg/ cumCement Rate

Barrel thickness

in mmCC qty in

cumsteel qty

inkgs

Cement Rate

adopted

Present Cement

Rate

Steel Rate

adoptedPresent

steel Rate

Variation in cost of Cement (S2-S1)/1000

X Ws

Variation in cost of Steel (S2-S1)/1000

X WsTotal

Variation


As per IS 458

NP3 - RCC Collars

SteelLongi spiral

300 16 30 150 0.11 0.22 0.0065 0.3564 5100.00 4400.00 46000.00 44400.00 -1.65 -0.57 -2.22

450 19 35 200 0.15 0.6 0.0144 0.822 5100.00 4400.00 46000.00 44400.00 -3.62 -1.32 -4.94

600 19 40 200 0.23 1.05 0.0208 1.406 5100.00 4400.00 46000.00 44400.00 -5.24 -2.25 -7.49

700 19 45 200 0.23 1.85 0.0269 2.302 5100.00 4400.00 46000.00 44400.00 -6.79 -3.68 -10.47

900 19 55 200 0.33 2.25 0.0412 2.85 5100.00 4400.00 46000.00 44400.00 -10.39 -4.56 -14.95

1000 19 60 200 0.33 3.09 0.0501 3.7908 5100.00 4400.00 46000.00 44400.00 -12.62 -6.07 -18.69

1200 19 75 200 0.5 5.08 0.0737 6.1896 5100.00 4400.00 46000.00 44400.00 -18.56 -9.9 -28.46

Dia in mm

Caulking space in

mmthickness

in mmlength in mm

CC qty in cum

steel qty in kgs

Cement Rate

adopted

Present Cement

Rate

Steel Rate

adopted

Present steel Rate

Variation in cost of Cement (S2-S1)/1000 X Ws

Variation in cost of Steel (S2-

S1)/1000 X WsTotal

Variation

Run on 10/30/2012 13:22

Minor loss of fidelity

Compatibility Report for BT Renewal to Road From Makthamasanpally to Begumpet via.Bangla Venkatapur 60.00 MRR.xls

The following features in this workbook are not supported by earlier versions of Excel. These features may be lost or degraded when you save this workbook in an earlier file format.

Some formulas in this workbook are linked to other workbooks that are closed. When these formulas are recalculated in earlier versions of Excel without opening the linked workbooks, characters beyond the 255-character limit cannot be returned.


# of occurrences

15

'1v1M Slab'!H28'1v1M Slab (2)'!H21

'Patch & Pot'!B247:B248

'Patch & Pot'!E247:E248

'Patch & Pot'!B253:B254

'Patch & Pot'!E253:E254

'Data_new'!F663'Data_new'!F665'Data_new'!F684'Lead '!G31:G32

500Defined Names

Run on 11/8/2012 21:39


Compatibility Report for Copy of BT Renewal to Road From Makthamasanpally to Begumpet via.Bangla Venkatapur 60.00 MRR.xls




# of occurrences

7



500Defined Names

Run on 11/8/2012 21:39


Compatibility Report for Copy of BT Renewal to Road From Makthamasanpally to Begumpet via.Bangla Venkatapur 60.00 MRR.xls




# of occurrences

7



500Defined Names

Applicable from: October 16, 2012

BITUMEN (BULK) GRADESVG-10 VG-30 VG-40

27460 28260 29680KOYALI 27460 28260 29680

MATHURA 28660 29460 30880

PANIPAT 28960 29760 31180

27560 28360 29780

BARAUNI 28590 29390BITUMEN (PACKED)

30460 31260 32680KOYALI 30460 31260 32680

MATHURA 31660 32460 33880

PANIPAT 31960 32760 34180

30560 31360 32780


Ex-Refinery prices exclusive of taxes (Rs./Metric tonne)

PORT REF(Mumbai/Manglore/Kochi)

PORT REF (Haldia/Vizag/Chennai)



BITUMEN (BULK) GRADESVG-10 VG-30 VG-40

29980 30780 32590KOYALI 29980 30780 32590MATHURA 31180 31980 33790PANIPAT 31480 32280 34090

30080 30880 32690BARAUNI 31110 31910BITUMEN (PACKED)

32980 33780 35590KOYALI 32980 33780 35590MATHURA 34130 34980 36790PANIPAT 34480 35280 37090

33080 33880 35690






GRADES (SETTING TYPE)

RAPID MEDIUM SLOWEMULSION (BULK)

HALDIA 23820 24020 23200

PANIPAT 24770 24970 24050

EMULSION (PACKED)

PANIPAT 28620 28820 27900


GRADES (SETTING TYPE)

RAPID MEDIUM SLOW

EMULSION (BULK)

HALDIA 25540 25740 24740

PANIPAT 26490 26690 25590

LOCATIONS

REMARKS

LOCATIONS

REMARKS

EMULSION (PACKED)

PANIPAT 30340 30540 29440

Applicable fr

PMGSY

COST OF BITUMEN / MT

R/F Dharmaram to Kanagarthy-M.P.Konaraopet

Description Bulk VG-10 Grade Bulk VG-30 Grade

VIZAG VIZAG HINCOL, VIZAG HINCOL, VIZAG HINCOL, VIZAG

Basic Price 27,560.00 28,360.00 24,770.00 24,970.00 24,050.00ED 3,974.15 4,089.51 3,571.83 3,600.67 3,468.01Selling price 31,534.15 32,449.51 28,341.83 28,570.67 27,518.01VAT 1,576.71 1,622.48 1,417.09 1,428.53 1,375.90

Price including ED 14.42% and ST 5% 33,110.86 34,071.99 29,758.93 29,999.21 28,893.91

Lead from VIZAG

669.00 Kms 2,007.00 2,007.00 2,007.00 2,007.00 2,007.00Lead charges for Bulk @

1.50 per KM

35,117.86 36,078.99 31,765.93 32,006.21 30,900.91

Asst Engineer Deputy Executive EngineerPR Projects SD, Vemulawada PR Projects SD, Vemulawada

Executive Engineer Superintending Engineer

PIU Division, Karimnagar PR Circle , Karimnagar

For Bulk Bitumen 60/70 & For Emulsion (Bulk): HPCL Price List With Effect From Dt.16-10-2012

Emulsion (Bulk) RS

Emulsion (Bulk) MS

Emulsion (Bulk) SS

Date post:	13-Feb-2016
Category:	Documents
Upload:	ajay-sastry
View:	223 times
Download:	8 times

Road Mythapur to Cherlakondapur

Documents