PMN/NIT/78/25-26/PMZP/PM,SL-24

Figure

Dressing and Chilchelling Roaf flanks including cutting and filling with earth upto 150mm thickness finished with outward cross grade of 1 in 30 (Extra quantity of earth for filling shal be obtained from road side borrow pits.)

Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement) (i) In ordinary soil

(Lead upto 500 M.)

Water Bound Macadam Sub Base. Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening :

Construction of un-reinforced, plain jointed, plain cement concrete pavement over a prepared sub-base with cement, course and fine aggregate conforming to IS : 383 with nominal mix of (1 : 1.5 : 3) concrete, maximum size of course aggregate not exceeding 25 mm., mixed in a place method using concrete mixer and laid in panel as per approved design not exceeding 2.5 m. x 2.5 m. panel size including form work, spreading, compacting and finishing in a continuous operation including provision of contraction, expansion, construction and longitudinal joint as applicable with bitumen joint filler, separation membrane and dowel bar as approved including curing and finishing to lines and grades complete in all respect as per approval of Engineer-in-Charge.

Supplying and laying polythene sheet (150 gm./sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.

Protective work (Ballah Pilling )Supplying 150 mm dia EUC bullah 4.0 Mtr long & driving 2/3 of length @ 375 mm C/C , Supplying 150 Cm dia tie post 2.5 M long and driving 2.35 M @ 1.8 M C/C and suppling fitting Fixing 12.5 Cm dia tie bars @ 1.8 m C/C , 10 cm dia runners in 3 rows. Suppling gunny bags , filling the same with earth and placing inside the pilling.

Supplying best and approved quality moorum stack at site For Hard Shoulder

Bituminous filler of approved type in expansion joints of dummy joints including finishing the top surface as directed.

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and hick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In- Charge.

Estimated Cost

TOTAL

Total

Sub-Assistant Engineer Purba Medinipur Zilla Parishad

Executive Engineer, ( P.& R.D. ) & District Engineer-in-Charge Purba Medinipur Zilla Parishad

Rate Analysis of Brick Aggregate And Sand

Cost of brick aggregate

Csost of medium sand

Labour and Other cost ( Item No: 4.09(i) Page :244

Add 1% Cess

TOTAL

Rate Analysis of Jhama Moorum

Carrige Distance of Moorum from Khamasuli to Work site

Khamasuli to Haldia More =

Haldia More to Work site =

Cost of Moorum (V.P. No. 4 of 1st Corrig. )

Carriage (Page No. – 228, Item No. – 3.)

Upto 5 km

5 Km to 10 Km (5 x 10.90)

10 Km to 20 Km (10 x 10.10)

20 Km to 50 Km ( 30 x 9.50)

50 Km to 100 Km (50 x 8.40)

100 Km to 164 Km (64 x 7.90)

Loading & Unloading [Page No. - 225, Item No. - 1.03, (a)]

Total Rs. =

Cost of Jhama Metal [Page No. - 220, Item No. - 5, (e)]

Cost of Moorum

Labour & Other Cost [Page No. - 245, Item No. - 4.10 (i)]

Total =

Total

Rate Analysis of Supply of Moorum

Carrige Distance of Moorum from Khamasuli to Work site

Khamasuli to Haldia More =

Haldia More to Worksite =

Cost of Moorum (V.P. No. 4 of 1st Corrig. )

Carriage (Page No. – 228, Item No. – 3.)

Upto 5 km

5 Km to 10 Km (5 x 10.90)

10 Km to 20 Km (10 x 10.10)

20 Km to 50 Km ( 30 x 9.50)

50 Km to 100 Km (50 x 8.40)

100 Km to 164 Km (64x 7.90)

Loading, Unloading [Page No. - 225, Item No. - 1.03, (a)]

Total Rs. =

Total

ESTIMATE

Construction of Concrete road form Deshapran Bazar to Amtalia Pr School of Amtalia Gram Panchayet under Deshapran Block in the District of Purba Medinipur.(SSM-458)

Dressing and Chilchelling Road flanks including cutting and filling with earth upto 150mm thickness finished with outward cross grade of 1 in 30 (Extra quantity of earth for filling shal be obtained from road side borrow pits.) For Road Flank [Page No. - 277, Item No. - 10.01]

Total

Box cutting or filling road embankment in all sorts of soil including spreading spoils properly over the flank as necessary on berm to approximate grade and camber and rolling the subgrade with power roller to proper camber and grade as per direction of EIC

a) Depth upto 150mm

Total

Construction of Sub Base using Local Materials: spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for road & Bridge Works of MoRT&H (5th Revision). (i) For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40). [Page No. - 247, Item No. - 4.09(i)]

LEVELING COARSE

3(as per analysis)

Add extra 1% for Bell mouth and super elevation

Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement) In ordinary soil [Page No. - 234, Item No. - 3.01(i)]

sides x

Total

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and hick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In- Charge. [Page No. - 43, Item No. - 36 (f)]

For Sides

sides x

For End & Intermediate Portion

Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. [Page No. - 47, Item No. - 3]

Bituminous filler of approved type in expansion joints of dummy joints including finishing the top surface as directed. [Page No. - 277, Item No. - 6]

Protective work (Ballah Pilling )Supplying 150 &100 mm dia EUC bullah main post 5.0 Mtr long & driving 2/3 of length @ 375 mm C/C , Supplying 150 Cm dia tie post 2.5 M long and driving 2.35 M @ 1.5 M C/C and suppling fitting Fixing 125 mm dia tie bars @ 1.5 m C/C , 100 mm dia runners in 4 rows. Suppling cement bags, filling the same with dry earth and placing them inside the pilling.

Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement) In ordinary soil Carried Earhh up to .50 Km Lead

Embankment

Shoulder

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 for Rural Roads of MORD including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. [Page No. - 282, Item No. - 11.01(i)]

ii) Type B (First Class) Bedding. Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105 (ii) for Rural Roads of MORD [Page - 282, Rate analysis- 3]

Hume pipe (EX Outlet): Including lap length. a) 300 mm dia NP3 [Page - 54, It.-8/(a), WBSRDA]

Direction and Place Identification Signs with size more than 0.9 sqm size Board. Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).. [Page No. - 270, Item No. - 8.07]

TOTAL

Add: GST @18.00%

TOTAL

Add: CESS @1.00%

TOTAL

Add: CONTIGENCY @ 1.00%

TOTAL

Sub Assistant Engineer Purba Medinipur Zilla Parishad

ESTIMATE

Construction of Concrete road form Sankar Maity House to Rabin Mandal House within Amtalia Gram Panchayet under Deshapran Block in the District of Purba Medinipur.(Mouza-Barchandi veti)

Dressing and Chilchelling Road flanks including cutting and filling with earth upto 150mm thickness finished with outward cross grade of 1 in 30 (Extra quantity of earth for filling shal be obtained from road side borrow pits.) For Road Flank [Page No. - 277, Item No. - 10.01]

Total

Box cutting or filling road embankment in all sorts of soil including spreading spoils properly over the flank as necessary on berm to approximate grade and camber and rolling the subgrade with power roller to proper camber and grade as per direction of EIC

a) Depth upto 150mm

Total

Construction of Sub Base using Local Materials: spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for road & Bridge Works of MoRT&H (5th Revision). (i) For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40). [Page No. - 247, Item No. - 4.09(i)]

LEVELING COARSE

3(as per analysis)

Add extra 1% for Bell mouth and super elevation

Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement) In ordinary soil [Page No. - 234, Item No. - 3.01(i)]

sides x

Total

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and hick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In- Charge. [Page No. - 43, Item No. - 36 (f)]

For Sides

sides x

For End & Intermediate Portion

Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. [Page No. - 47, Item No. - 3]

Bituminous filler of approved type in expansion joints of dummy joints including finishing the top surface as directed. [Page No. - 277, Item No. - 6]

Protective work (Ballah Pilling )Supplying 150 &100 mm dia EUC bullah main post 5.0 Mtr long & driving 2/3 of length @ 375 mm C/C , Supplying 150 Cm dia tie post 2.5 M long and driving 2.35 M @ 1.5 M C/C and suppling fitting Fixing 125 mm dia tie bars @ 1.5 m C/C , 100 mm dia runners in 4 rows. Suppling cement bags, filling the same with dry earth and placing them inside the pilling.

Direction and Place Identification Signs with size more than 0.9 sqm size Board. Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).. [Page No. - 270, Item No. - 8.07]

TOTAL

Add: GST @18.00%

TOTAL

Add: CESS @1.00%

TOTAL

Sub Assistant Engineer Purba Medinipur Zilla Parishad

Rate Analysis of U. C. Bullah Pilling for road work. Considering – 10 m. length.

Supplying of 150 mm. Bullah. (Page No. – 318, I. No. – 18.18)

a) 5 m. length main post @ 0.75 m. c/c

b) 2.5 m. length tie post @ 1.50 m. c/c

Total

Supplying of 125mm. Bullah. (Page No. – 318, I. No. – 18.18)

a) 2.50 m. (avg.) length tie bar @ 1.50 m. c/c.

Total

Supplying of 100 mm. Bullah. (Page No. – 318, I. No. – 18.18)

Walling bar for 4 rows

5 m. length main post @ 0.75 m. c/c

Total

Labour charges for driving U. C. Bullah………………………… (Page No. – 318, I. No. – 18.17)

150 mm. dia

100 mm. dia

Details Estimate for Construction of concrete road from Kolsor P.W.D. Pucca road to Kolsor Pry. School within Nandakumar Panchayat Samity in the Dist. of Purba Medinipur under 3rd S. F.C. [ Length - 370 Mtr. Width-3.00 Mtr.]

Supplying best and approved quality moorum stacking at site. 370.00 x 40% x 3.00 x 0.05 x 1/0.67 = 33.13 m3

Single brick Flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. 2 x 370 x 0.25 = 185.00 m2

Providing & laying cement concrete, with or without reinforcements, in any part of foundation / sub-structure / super-structure or bridges / culverts with graded stone chips of specified nominal sizes, including screening and cleaning of coarse aggregates and sand, cost of curing of coarse aggregates and sand, cost of curing with water, including cost and carriage of all materials but excluding cost of formwork and reinforcement works complete. a) 1 : 2 : 4 with approved stone chips 2 x 370 x 0.25 x 0.075 = 13.88 m3 2 x 370 x 0.15 x 0.075 = 8.33 m3 22.21 m3

Supplying and laying polythene sheet (150 gm./sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. 370.00 x 3.00 = 1110.00 m2

Labour for spreading Moorum in layers, including compacting manually by hand rammer as per direction of E.I.C., including necessary watering complete in all respect. 370.00 x 40% x 3.00 x 0.05 = 22.20 m3

Providing form work and staging including hire and labour charges for the same as required for foundation concrete works of depth not exceeding 500 mm and for concrete works in vertical faces of parapet curb , road curb , cable tray , cable tray cover, rail post so as to give good concrete finish including stripping off and removing after completion of work as per specification. 2 x 370 x 0.20 = 148.00 m2 186 x 3.00 x 0.20 = 111.60 m2 2 x 370 x 0.225 = 166.50 m2 2 x 370 x 0.15 = 111.00 m2 537.10 m2

Providing and laying DesignMix concrete for reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggretates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the E.I.C.and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. a) M-30 Grade using concrete mixer. 370.00 x 3.00 x 0.20 = 220.00 m3

(a) Applying 2 coats of bonding agent with synthetic multi functional rubber emulsion having adhesive and water proofing properties by mixing with water in proportion (1bonding agent :4 water : 6 cement ) as per manufacturer's specification. (220.00 x 420 ) ÷ 50 x 100 gm/Bag = 185.00 Kg.

Bituminous filler of approved type in expansion joints of dummy joints including finishing the top surface as directed. 186.00 x 3.00 x 0.01 x 0.20 = 1.116 m3

Close bamboo walling made of 65 mm. to 75 mm. dia. bamboos (in single line) driven about half length into the ground side by side, with stout stays at an interval of 1 m., 3 Nos. of half split bamboo runner of same dia fitted and fixed with nails etc. complete as per direction. (Measurement to be taken along the length of piling after finishing the works.) c) With bamboos of length above 2.50 m. and up to 3.00 m. each.

Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods and to fill up back of abutments depressions and ruts with an initial lead up to 500 m. and initial lift up to 1.50 m. taking bunds at top as directed dressing complete. (For petty emergent works). a) In ordinary soil. 50 x 1.50 x 1.20 = 90.00 m3 2 x 370.00 x 0.30 x 0.60 = 133.20 m3 223.20 m3

Rolling subgrade by power roller in all sorts of soil to proper camber and grade including watgering as per direction and satisfaction of E.I.C. 370.00 x 3.50 = 1295.00 m2

Estimated Cost

Rate analysis of M-20 grade concrete.

Distance

Dankuni to Kolaghat More

Kolaghat to work site

13.20 mm. size stone chips

Cost of Materials

Cost of Carriage

0 Km. to 5 Km.

5 Km. to 10 Km.(5 x10) =

10 Km. to 20 Km. (10 x 9.2) =

20 Km. to 50 Km. (30 x 9) =

50 Km. to 90 Km.(50 x8.70)=

Loading & Unloading =

Cost of 13.20 mm. stone chips 0.90 x 2/3 x2179.50 =

Cost of 11.20 m2 stone chips 0.90 x 1/3 x 2051.50 =

Labour and others charges =

ADD : 1% Cess

Rate analysis of moorum :

Distance

Khansul to Kharagpur

Kharagpur to Kolaghat More

Kolaghat to work site

Cost of Materials at quari

Cost of Carriage

0 Km. to 5 Km.

5 Km. to 10 Km.(5 x10) =

10 Km. to 20 Km. (10 x 9.2) =

20 Km. to 50 Km. (30 x 9) =

50 Km. to 100 Km.(50 x8.70)=

100 Km. to 108 Km. (8 x 8.00) =

Loading & Unloading =

ADD : 1% Cess

500 Mtr. Lead earth

Cutting of borrow pit earth

Carried up to 150 mtr. (2 x 5.10)

Carried up to 150 mtr. To 500 (7 x 6.10)

ADD : 1% Cess

Rate analysis of B.S.F. :

Cost of Bricks

Rate analysis of 1:2:4 concrete :

Cost of materials 13.20 stone, 0.88 x 2/3 x 2179.50 =

Cost of 11.20 mm. stone 0.88 x 1/3 x 2051.50 =

Labour and other charges

ADD : Cess 1%

Rate Analysis of Stone Dust

Cost of Stone dust

Labour and other cost

Add 1% cess

Total cost for 1m3 stone dust

Rate Analysis of Brick Aggregate And Sand

Construction of Concrete road form Deshapran Bazar to Amtalia Pr School of Amtalia Gram Panchayet under Deshapran Block in the District of Purba Medinipur.(SSM-458)

Cost of brick aggregate

Csost of medium sand

Labour and Other cost ( Item No: 4.09(i) Page :244

TOTAL

Rate Analysis of Moorum Consolidation

Construction of Concrete road form Deshapran Bazar to Amtalia Pr School of Amtalia Gram Panchayet under Deshapran Block in the District of Purba Medinipur.(SSM-458)

Carrige Distance of Moorum from Khamasuli to Work site

Khamasuli to Haldia More =

Haldia More to Work Site =

Cost of Moorum (V.P. No. 219,It.No-7 )

Carriage (Page No. – 228, Item No. – 3.)

Upto 5 km

5 Km to 10 Km

10 Km to 20 Km

20 Km to 50 Km

50 Km to 100 Km

Above 100 Km

Loading, Unloading [Page No. - 225, Item No. - 1.03, (a)]

Total Rs. =

Total

Cost of Moorum

Labour & Other cost Vide page No: 242 Item No: 4.04

Total Rs. =

Total Rs. =

Rate Analysis of Jhama Moorum

Construction of Concrete road form Deshapran Bazar to Amtalia Pr School of Amtalia Gram Panchayet under Deshapran Block in the District of Purba Medinipur.(SSM-458)

Carrige Distance of Moorum from Khamasuli to Work site

Khamasuli to Haldia More =

Haldia More to Work site =

Cost of Moorum (V.P. No. 4 of 1st Corrig. )

Carriage (Page No. – 228, Item No. – 3.)

Upto 5 km

5 Km to 10 Km (5 x 10.90)

10 Km to 20 Km (10 x 10.10)

20 Km to 50 Km ( 30 x 9.50)

50 Km to 95 Km (50 x 8.40)

100 Km to 115 Km (15 x 7.90)

Loading & Unloading [Page No. - 225, Item No. - 1.03, (a)]

Total Rs. =

Cost of Jhama Metal [Page No. - 220, Item No. - 5, (e)]

Cost of Moorum

Labour & Other Cost [Page No. - 247, Item No. - 4.10 (i)]

Total =

Total

Name of the work :

Figure

Dressing and Chilchelling Road flanks including cutting and filling with earth upto 150mm thickness finished with outward cross grade of 1 in 30 (Extra quantity of earth for filling shal be obtained from road side borrow pits.)

Construction of Sub Base using Local Materials: spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for road & Bridge Works of MoRT&H (5th Revision). (i) For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40).

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and hick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In- Charge.

Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.

Bituminous filler of approved type in expansion joints of dummy joints including finishing the top surface as directed.

UC Bullah Pilling (15 cm dia @ 75 cm c/c Single Row) 1.73 m (av.) high on eucayptus bullah pilling 15 cm & 10 cm dia and 5.0 m long drivn 3.34 m (av.) below G.L. and 75 cm centre to centre including fitting, fixing 4 nos of 10 cm dia Eucalyptus bullah, cost of necessary nails bolt, nuts etc. and providing 2.5 m long eucalyptus bullah ties of 12.5 cm dia @ 1.5 m c/c fixed with 15 cm dia 2.50 m length bullah post driven 2.35 m below G.L. including cost of all matereials and two coat of coal terring to all eucalyptus bullah, placing of ce,ment bags filled with earth etc. complete as per direction of Engineer-in-Charge.

Direction and Place Identification Signs with size more than 0.9 sqm size Board. Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)..

Total

Add: @18.00% GST

Total

Add: @1.00% Cess

Total

Rupees Fifteen Lakhs Ninety Nine Thousand Four Hundred Sixty Two Only

Sub-Assistant Engineer Purba Medinipur Zilla Parishad

District Engineer Purba Medinipur Zilla Parishad

PURBA MEDINIPUR ZILLA PARISHAD

Construction of Concrete road form Deshapran Bazar to Amtalia Pr School of Amtalia Gram Panchayet under Deshapran Block in the District of Purba Medinipur.(SSM-458)

Amount:-

rupees thirty nine lac ninety two thousand nine hundred twenty two only

(Analysis - 3)

Type-B First class bedding (P-282, IT-11.02,(ii)

Labour Rate

TOTAL

Estimate for Upgradation of Road from Chak Sriradha Serajul Khan house to Rajnagar Baharjola Bazar under Anantapur - I G.P. within Tamluk Panchayat Samity in the District of Purba Medinipur

Rates are based on “PWD Schedule of Rates Road & Bridge Works – 2018 (W.E.F. 30.08.2018) and Building Works (Volume – I) effect from 01.11.2017 & 3rd Corrigenda & Addenda of Dated – 04.06.2018”.

Dressing and Chilchelling Road flanks including cutting and filling with earth upto 150mm thickness finished with outward cross grade of 1 in 30 (Extra quantity of earth for filling shal be obtained from road side borrow pits.) [Page No. - 271, Item No. - 10.01]

Water Bound Macadam Sub Base. Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening : [Page No. - 244, Item No. - 4.1(i)]

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety [Page No. - , Item No. - ]

Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement) In ordinary soil (ii) Beyond 200 m & up to total lead of 500 m [Page No. - 234, Item No. - 3.01(i)]

sides x

For Pilling Protion

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and hick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In- Charge. [Page No. - 43, Item No. - 36 (f)]

For Sides

sides x

For End & Intermediate Portion

Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. [Page No. - 47, Item No. - 3]

Bituminous filler of approved type in expansion joints of dummy joints including finishing the top surface as directed. [Page No. - 277, Item No. - 6]

UC Bullah Pilling (15 cm dia @ 75 cm c/c Single Row) 1.73 m (av.) high on eucayptus bullah pilling 15 cm & 10 cm dia and 5.0 m long drivn 3.34 m (av.) below G.L. and 75 cm centre to centre including fitting, fixing 4 nos of 10 cm dia Eucalyptus bullah, cost of necessary nails bolt, nuts etc. and providing 2.5 m long eucalyptus bullah ties of 12.5 cm dia @ 1.5 m c/c fixed with 15 cm dia 2.50 m length bullah post driven 2.35 m below G.L. including cost of all matereials and two coat of coal terring to all eucalyptus bullah, placing of ce,ment bags filled with earth etc. complete as per direction of Engineer-in-Charge.

TOTAL

Add: GST @12.00%

TOTAL

Add: CESS @1.00%

TOTAL

Add: CONTIGENCY @1.00%

TOTAL

Rupees Forty One Lakhs Ninety Nine Thousand Five Hundred Thirty Eight Only

Percentage BoQ

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NUMBER #

Construction of concrete Road from Biribari Board Primary to near H O Sanatan Manna via iribari Samaay Samiti towards Baghadari Blacktop Road at Nelua Gopalchak under Jukhia Gram Pancahayat under Bhagwanpur II Panchayat Samiti in the District of Purba Medinipur.