Rural Works Department Tender

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Rural Works Department Tender

Works

Civil And Construction

Road Construction

Eprocure

Opening Date6 Dec 2024

Closing Date16 Dec 2024

Tender Amount₹ 7,22,45,366

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Costs

EMD
₹ 14,44,907
Document Cost
₹ 10,000
Tender Fee
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Description

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Tender Id
2024_RWD_137783_1
Bid Award Id
View
Tender No
MMGSY-NDB-BRRP-634-KISHANGANJ2
Tender Authority
Rural Works Department View
Purchaser Address
-

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Documents

Tender Notice-12.9 MBTendernotice_1.pdf

NIT

BOQ-1576.0 kBBOQ_215758.xls

BOQ

Document-22.2 MB634SBD.pdf

SBD

Document-147.4 kBTender_Detail_2024...Tender_Detail_2024_RWD_137783_1.html

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

Quantity1.25

Rate75573

Amount 94466.68

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100m as per Technical Specification Clause 301.5.

Quantity1743.81

Rate259

Amount 452693.85

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100m as per Technical Specification Clause 301.5.

Quantity4068.9

Rate211

Amount 860124.14

Construction of Subgrade Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Quantity1348.74

Rate263

Amount 354907.44

Granular Sub-base with Well Graded Material (Table 400.1) Construction of granular sub-base by providing well graded material (Crushed Stone Aggregates and Local Sand), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401

Quantity1257.87

Rate2579

Amount 3244222.83

WBM GrIII Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel 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.

Quantity513.79

Rate6055

Amount 3111378.65

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

Quantity4938.08

Rate58

Amount 289964.06

Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25-0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Quantity4938.08

Rate19

Amount 98662.84

Mix Seal Surfacing Bituminous With Waste Plastic Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen (i.e. 92% of standard Bitumen and 8% waste processsed plastic by weight shall be used for coating aggregate after its heating) as per IRC:SP:98-2013, to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509. By Mechanical Means

Quantity4938.08

Rate241

Amount 1194640.07

Cement Concrete Pavement M30 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 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

Quantity306

Rate9327

Amount 2854202.76

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Quantity-

Rate-

Amount -

Ordinary Kilometer Stone (Precast)

Quantity3

Rate3200

Amount 9601.92

200 m stone (precast)

Quantity7

Rate858

Amount 6007.82

Painting two coats on new concrete surface Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 (For culverts)

Quantity178.56

Rate137

Amount 24610.92

Printing new letters & figures of any shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 (ii) English & Roman

Quantity1659

Rate-

Amount 1244.25

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

Quantity3

Rate11643

Amount 34929.84

Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

Quantity-

Rate-

Amount -

600 mm equilateral triangle

Quantity8

Rate4673

Amount 37386.24

600 mm x 450 mm rectangular

Quantity4

Rate5956

Amount 23824.6

900 mm side octagon

Quantity2

Rate10321

Amount 20642.58

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity258.2

Rate886

Amount 228765.2

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Cement Concrete Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity100

Rate906

Amount 90600

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

Quantity-

Rate-

Amount -

(B) Cement Concrete

Quantity18.75

Rate678

Amount 12715.5

( C) Reinforced Cement Concrete

Quantity143.75

Rate1693

Amount 243465.06

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.

Quantity662.88

Rate398

Amount 264235.63

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-10

Quantity70.61

Rate7809

Amount 551434.32

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-20

Quantity203.81

Rate8238

Amount 1679070.8

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 RCC M-20

Quantity202.32

Rate8439

Amount 1707477.27

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( PCC Grade M-20)

Quantity137.67

Rate8546

Amount 1176586.45

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC Grade M-20

Quantity105

Rate8758

Amount 919628.85

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

Quantity162

Rate4690

Amount 759878.82

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (II) RCC Grade M-25

Quantity79.01

Rate9769

Amount 771888.2

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Quantity32.84

Rate75460

Amount 2477974.2

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

Quantity9.84

Rate17071

Amount 168056.28

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (II) Sandy Material

Quantity134.13

Rate943

Amount 126603.82

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

Quantity244

Rate144

Amount 35370.24

Laying Cement Concrete Pipe NP3(burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets

Quantity80

Rate930

Amount 74479.2

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

Quantity105.32

Rate3350

Amount 352903.1

Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year

Quantity129

Rate1258

Amount 162378.62

Total Cost of Road

Quantity-

Rate-

Amount -

Add 18.0% GST

Quantity1

Rate4416975

Amount 4416975

Add 1.0% Labour Cess

Quantity1

Rate245387

Amount 245387.5

Add Seigniorage

Quantity1

Rate442553

Amount 442553.93

1st Year Maintenance

Quantity1

Rate165535

Amount 165535

2nd Year Maintenance

Quantity1

Rate341594

Amount 341594

3rd Year Maintenance

Quantity1

Rate682885

Amount 682885

4th Year Maintenance

Quantity1

Rate391772

Amount 391772

5th Year Maintenance

Quantity1

Rate375689

Amount 375689

Add 18.0% GST

Quantity1

Rate352345

Amount 352345.5

Add 1.0% Labour Cess

Quantity1

Rate19574

Amount 19574.75

Add Seigniorage on Maintenance

Quantity1

Rate1148

Amount 1148.14

KTTG RCD ROAD INDARPUR TO T05 TO DAROGAON

Quantity-

Rate-

Amount -

Setting Out Construction of Reference & Working Benchmarks

Quantity0.91

Rate7086

Amount 6477.31

Construction of Reference Pillars/Burjees

Quantity0.91

Rate5409

Amount 4944.39

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

Quantity0.64

Rate75573

Amount 48366.94

Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

Quantity28.93

Rate103

Amount 3007.56

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100m as per Technical Specification Clause 301.5.

Quantity800.56

Rate259

Amount 207824.34

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100m as per Technical Specification Clause 301.5.

Quantity1867.96

Rate211

Amount 394868.91

Construction of Subgrade Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Quantity690.31

Rate263

Amount 181648.17

Granular Sub-base with Well Graded Material (Table 400.1) Construction of granular sub-base by providing well graded material (Crushed Stone Aggregates and Local Sand), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401

Quantity628.25

Rate2650

Amount 1665440.49

WBM GrIII Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel 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.

Quantity224.94

Rate6129

Amount 1378785.48

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

Quantity2830.5

Rate58

Amount 166291.88

Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25-0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Quantity2830.5

Rate19

Amount 56553.39

Mix Seal Surfacing Bituminous With Waste Plastic Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen (i.e. 92% of standard Bitumen and 8% waste processsed plastic by weight shall be used for coating aggregate after its heating) as per IRC:SP:98-2013, to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509. By Mechanical Means

Quantity2830.5

Rate242

Amount 687369.94

Cement Concrete Pavement M30 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 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

Quantity66.56

Rate9811

Amount 653054.77

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Quantity-

Rate-

Amount -

Ordinary Kilometer Stone (Precast)

Quantity2

Rate3218

Amount 6437.5

200 m stone (precast)

Quantity4

Rate861

Amount 3446.12

Painting two coats on new concrete surface Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 (For culverts)

Quantity89.28

Rate137

Amount 12305.46

Printing new letters & figures of any shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 (ii) English & Roman

Quantity775

Rate-

Amount 581.25

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

Quantity3

Rate11662

Amount 34988.91

Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

Quantity-

Rate-

Amount -

600 mm equilateral triangle

Quantity4

Rate4682

Amount 18729.52

600 mm x 450 mm rectangular

Quantity4

Rate5964

Amount 23858.44

900 mm side octagon

Quantity2

Rate10329

Amount 20659.5

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity148

Rate886

Amount 131128

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Cement Concrete Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity34.8

Rate906

Amount 31528.8

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

Quantity-

Rate-

Amount -

(B) Cement Concrete

Quantity1.2

Rate678

Amount 813.79

( C) Reinforced Cement Concrete

Quantity13.44

Rate1693

Amount 22762.92

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (B) Cement Mortar

Quantity49.5

Rate478

Amount 23703.57

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.

Quantity206.57

Rate398

Amount 82340.94

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-10

Quantity21.13

Rate7882

Amount 166574.62

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-20

Quantity71.55

Rate8309

Amount 594541.33

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 RCC M-20

Quantity59.6

Rate8511

Amount 507287.02

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( PCC Grade M-20)

Quantity31

Rate8618

Amount 267159.86

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC Grade M-20

Quantity30

Rate8830

Amount 264915.3

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

Quantity63

Rate4741

Amount 298710.09

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (II) RCC Grade M-25

Quantity25.26

Rate9843

Amount 248590.77

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Quantity9.76

Rate75494

Amount 737049.78

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (II) Sandy Material

Quantity27.11

Rate943

Amount 25593.18

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

Quantity90

Rate145

Amount 13059

Laying Cement Concrete Pipe NP3(burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets

Quantity40

Rate935

Amount 37416.4

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

Quantity33.2

Rate3446

Amount 114408.86

Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year

Quantity74

Rate1258

Amount 93147.43

Add 18.0% GST

Quantity1

Rate1662546

Amount 1662546.96

Add 1.0% Labour Cess

Quantity1

Rate92363

Amount 92363.72

Add Seigniorage

Quantity1

Rate188581

Amount 188581.05

1st Year Maintenance

Quantity1

Rate87846

Amount 87846

2nd Year Maintenance

Quantity1

Rate187881

Amount 187881

3rd Year Maintenance

Quantity1

Rate362295

Amount 362295

4th Year Maintenance

Quantity1

Rate214882

Amount 214882

5th Year Maintenance

Quantity1

Rate204581

Amount 204581

Add 18.0% GST

Quantity1

Rate190347

Amount 190347.3

Add 1.0% Labour Cess

Quantity1

Rate10574

Amount 10574.85

Add Seigniorage on Maintenance

Quantity1

Rate658

Amount 658.81

DAHELBARI PRIMARY SCHOOL TO BAGHABARI MIDEL SCHOOL 2

Quantity-

Rate-

Amount -

Setting Out Construction of Reference & Working Benchmarks

Quantity0.93

Rate7045

Amount 6538.03

Construction of Reference Pillars/Burjees

Quantity0.93

Rate5348

Amount 4963.13

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

Quantity0.65

Rate75573

Amount 49122.67

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100m as per Technical Specification Clause 301.5.

Quantity606.26

Rate259

Amount 157385.36

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100m as per Technical Specification Clause 301.5.

Quantity1414.61

Rate211

Amount 299034.2

Construction of Subgrade Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Quantity705.26

Rate263

Amount 185582.12

Granular Sub-base with Well Graded Material (Table 400.1) Construction of granular sub-base by providing well graded material (Crushed Stone Aggregates and Local Sand), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401

Quantity766.71

Rate2467

Amount 1891956.6

WBM GrIII Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel 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.

Quantity266.22

Rate6332

Amount 1685864.77

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

Quantity3549.6

Rate58

Amount 208326.02

Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25-0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Quantity3549.6

Rate19

Amount 70850.02

Mix Seal Surfacing Bituminous With Waste Plastic Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen (i.e. 92% of standard Bitumen and 8% waste processsed plastic by weight shall be used for coating aggregate after its heating) as per IRC:SP:98-2013, to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509. By Mechanical Means

Quantity3549.6

Rate239

Amount 849752.94

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Quantity-

Rate-

Amount -

Ordinary Kilometer Stone (Precast)

Quantity2

Rate3237

Amount 6474.92

200 m stone (precast)

Quantity4

Rate864

Amount 3458.48

Painting two coats on new concrete surface Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 (For culverts)

Quantity66.96

Rate137

Amount 9229.1

Printing new letters & figures of any shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 (ii) English & Roman

Quantity624

Rate-

Amount 468

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

Quantity3

Rate11669

Amount 35008.65

Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

Quantity-

Rate-

Amount -

600 mm equilateral triangle

Quantity4

Rate4688

Amount 18754.84

600 mm x 450 mm rectangular

Quantity4

Rate5973

Amount 23893.92

900 mm side octagon

Quantity2

Rate10338

Amount 20677.24

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity185.6

Rate886

Amount 164441.6

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

Quantity-

Rate-

Amount -

(B) Cement Concrete

Quantity1.5

Rate678

Amount 1017.24

( C) Reinforced Cement Concrete

Quantity3

Rate1693

Amount 5081.01

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (B) Cement Mortar

Quantity24.75

Rate478

Amount 11851.79

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.

Quantity197.01

Rate398

Amount 78530.93

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-10

Quantity20.05

Rate7975

Amount 159894.99

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-15

Quantity58.93

Rate7822

Amount 461008.8

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-20

Quantity39.65

Rate8384

Amount 332414.42

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 RCC M-20

Quantity29.3

Rate8583

Amount 251521.71

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( PCC Grade M-15)

Quantity61.13

Rate7822

Amount 478219.38

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( PCC Grade M-20)

Quantity15.36

Rate8692

Amount 133480.49

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC Grade M-20

Quantity15

Rate8902

Amount 133534.8

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

Quantity36

Rate4881

Amount 175722.12

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (II) RCC Grade M-25

Quantity12.48

Rate9908

Amount 123630.6

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Quantity4.83

Rate75359

Amount 363686.11

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (II) Sandy Material

Quantity38.82

Rate943

Amount 36639.75

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

Quantity131

Rate145

Amount 18998.93

Laying Cement Concrete Pipe NP3(burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets

Quantity40

Rate946

Amount 37878.4

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

Quantity12.4

Rate3103

Amount 38477.7

Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year

Quantity92

Rate1258

Amount 115804.91

Add 18.0% GST

Quantity1

Rate1556854

Amount 1556854.02

Add 1.0% Labour Cess

Quantity1

Rate86491

Amount 86491.89

Add Seigniorage

Quantity1

Rate185687

Amount 185687.55

1st Year Maintenance

Quantity1

Rate93520

Amount 93520

2nd Year Maintenance

Quantity1

Rate216142

Amount 216142

3rd Year Maintenance

Quantity1

Rate393593

Amount 393593

4th Year Maintenance

Quantity1

Rate246521

Amount 246521

5th Year Maintenance

Quantity1

Rate231602

Amount 231602

Add 18.0% GST

Quantity1

Rate212648

Amount 212648.04

Add 1.0% Labour Cess

Quantity1

Rate11813

Amount 11813.78

Add Seigniorage on Maintenance

Quantity1

Rate827

Amount 827.48

TIPU CHOK TO PURAB PANASI

Quantity-

Rate-

Amount -

Setting Out Construction of Reference & Working Benchmarks

Quantity1.23

Rate7076

Amount 8710.68

Construction of Reference Pillars/Burjees

Quantity1.23

Rate5391

Amount 6636.65

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

Quantity0.86

Rate75573

Amount 64993.07

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100m as per Technical Specification Clause 301.5.

Quantity715.3

Rate259

Amount 185691.62

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 100m as per Technical Specification Clause 301.5.

Quantity1669.03

Rate211

Amount 352816.46

Construction of Subgrade Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

Quantity1007.77

Rate263

Amount 265184.6

Granular Sub-base with Well Graded Material (Table 400.1) Construction of granular sub-base by providing well graded material (Crushed Stone Aggregates and Local Sand), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401

Quantity870.19

Rate2482

Amount 2160594.75

WBM GrIII Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel 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.

Quantity353.14

Rate6351

Amount 2242813.33

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

Quantity3442.5

Rate58

Amount 202074.75

Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25-0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Quantity3442.5

Rate19

Amount 68746.73

Mix Seal Surfacing Bituminous With Waste Plastic Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 13.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen (i.e. 92% of standard Bitumen and 8% waste processsed plastic by weight shall be used for coating aggregate after its heating) as per IRC:SP:98-2013, to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509. By Mechanical Means

Quantity3442.5

Rate242

Amount 834406.92

Cement Concrete Pavement M30 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 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

Quantity202.57

Rate9486

Amount 1921712.72

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Quantity-

Rate-

Amount -

Ordinary Kilometer Stone (Precast)

Quantity3

Rate3241

Amount 9724.2

200 m stone (precast)

Quantity5

Rate865

Amount 4326.6

Painting two coats on new concrete surface Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 (For culverts)

Quantity89.28

Rate137

Amount 12305.46

Printing new letters & figures of any shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 (ii) English & Roman

Quantity797

Rate-

Amount 597.75

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

Quantity3

Rate11673

Amount 35019.69

Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801

Quantity-

Rate-

Amount -

600 mm equilateral triangle

Quantity6

Rate4690

Amount 28143.3

600 mm x 450 mm rectangular

Quantity4

Rate5975

Amount 23901.28

900 mm side octagon

Quantity2

Rate10340

Amount 20680.92

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity180

Rate886

Amount 159480

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Cement Concrete Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Quantity66.2

Rate906

Amount 59977.2

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

Quantity-

Rate-

Amount -

(B) Cement Concrete

Quantity1.77

Rate678

Amount 1200.34

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (B) Cement Mortar

Quantity39.6

Rate478

Amount 18962.86

Removing all types of Hume pipes and stacking including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.

Quantity-

Rate-

Amount -

Above 600 mm to 900 mm dia Hume pipe

Quantity10

Rate349

Amount 3498

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.

Quantity188.6

Rate398

Amount 75178.14

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-10

Quantity19.58

Rate7991

Amount 156433.22

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC M-20

Quantity65.85

Rate8399

Amount 553074.7

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 RCC M-20

Quantity52.91

Rate8598

Amount 454950.21

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 ( PCC Grade M-20)

Quantity27.09

Rate8707

Amount 235907.65

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 RCC Grade M-20

Quantity26.25

Rate8917

Amount 234086.21

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

Quantity54

Rate4893

Amount 264268.98

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (II) RCC Grade M-25

Quantity23.38

Rate9923

Amount 232021.48

Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

Quantity8.72

Rate75359

Amount 656835.49

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (II) Sandy Material

Quantity26.98

Rate943

Amount 25469.52

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

Quantity76

Rate145

Amount 11023.8

Laying Cement Concrete Pipe NP3(burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets

Quantity60

Rate948

Amount 56883

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

Quantity29.8

Rate3122

Amount 93038.58

Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications

Quantity42.2

Rate211

Amount 8936.02

Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701

Quantity42.2

Rate137

Amount 5816.43

Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year

Quantity90

Rate1258

Amount 113287.41

Add 18.0% GST

Quantity1

Rate2136494

Amount 2136494.16

Add 1.0% Labour Cess

Quantity1

Rate118694

Amount 118694.12

Add Seigniorage

Quantity1

Rate237608

Amount 237608.93

1st Year Maintenance

Quantity1

Rate109119

Amount 109119

2nd Year Maintenance

Quantity1

Rate232188

Amount 232188

3rd Year Maintenance

Quantity1

Rate466992

Amount 466992

4th Year Maintenance

Quantity1

Rate267304

Amount 267304

5th Year Maintenance

Quantity1

Rate255776

Amount 255776

Add 18.0% GST

Quantity1

Rate239648

Amount 239648.22

Add 1.0% Labour Cess

Quantity1

Rate13313

Amount 13313.79

Add Seigniorage on Maintenance

Quantity1

Rate801

Amount 801.4

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