Urban Affairs Department Tender

View complete overview of Meghalaya Urban Affairs Department Tender

Urban Affairs Department Tender

Works

Civil And Construction

Road Construction

Eprocure

East Khasi Hills, Meghalaya

Opening Date14 Feb 2024

Closing Date5 Mar 2024

Tender Amount₹ 1,51,89,00,000

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Costs

EMD
₹ 3,03,78,000
Document Cost
₹ 1,00,000
Tender Fee
Refer Documents

Summary

Construction Of New Four-lane Road And Conversion Of Existing Two-lane Road

Description

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Tender Id
2024_UAD_1511_1
Bid Award Id
View
Tender No
DUA(U)TECH/24/2021/94
Tender Authority
Urban Affairs Department View
Purchaser Address
-
Website
http://bidplus.gem.gov.in

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Documents

Tender Notice-11.5 MBTendernotice_1.pdf

NIT

BOQ-1539.6 kBBOQ_1637.xls

BOQ

Document-22.1 MBBidDocuments.pdf

Bid Documents

Document-146.9 kBTender_Detail_2024...Tender_Detail_2024_UAD_1511_1.html

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BOQ Items

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(ii) Excavation in Hilly Areas in Soil by Mechanical Means-Excavation in soil in Hilly area by mechanical means including cutting and trimming of side slopes and disposal of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1: Ordinary Soil

Quantity11781.21

Rate1728775

Amount 146.74

(iv) Excavation in Hilly Areas in Ordinary rock by Mechanical Means not Requiring blasting-Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Technical Specification Clause 1603.2

Quantity376

Rate105944

Amount 281.77

(vii) Excavation in Hard rock (Blasting prohibited) by - Excavation for roadway in hard rock (Blasting prohibited) with rock breakers etc

Quantity376

Rate305842

Amount 813.42

Lined Drain

Quantity-

Rate-

Amount -

Construction of Lined Drain

Quantity3817

Rate15125366

Amount 3962.63

Construction of Road Gully Chamber @ 80m c/c both sides

Quantity64

Rate765727

Amount 11964.5

Footpath & Utility Duct

Quantity4800

Rate103341124

Amount 21529.4

Metalling & Blacktopping - Granular Sub-base with Well Graded Material (Table 400.1) - Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (A) By Mix in Place Method. (i) For Grading I Material

Quantity6564.6

Rate30715126

Amount 4678.9

Wet Mix Macadam - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc. as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead.

Quantity5470.5

Rate34025618

Amount 6219.84

Dense Graded Bituminous Macadam - Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification Clause 507 complete in all respects. (i) for Grading I ( 40 mm nominal size )

Quantity1531.74

Rate20094400

Amount 13118.68

Bituminous Concrete - Providing and laying bituminous concrete with100-120 TPH batch type hot mix plant producingan average output of 75 tonnes per hour usingcrushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification Clause : 509 complete in all respects: I .Bitumen (i) for Grading I ( 13 mm nominal size )

Quantity875.28

Rate15995686

Amount 18274.94

Prime Coat (iii) High porosity -Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.20 - 1.50 kq/sqm using mechanical means as per Technical Specification Clause 502.

Quantity29176

Rate2901874

Amount 99.46

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

Quantity29176

Rate636591

Amount 21.82

Traffic Signs - B. Semi Reflective Traffic Signs Providing and fixing semi reflective cautionary, mandatory and informatory sign board as per IRC : 67 made of 1.5 mm thick MS Sheet duly stove enameled with white colour in front and grey colour on back with red reflective border of 65 mm width and required letters and figures with reflective type engineering grade as per clause 1701.3.9 of MORD for rural roads of required shade and colour supported and welded on 47 mm x 47 mm x 12 SWG Sheet Tube firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.2.2.

Quantity-

Rate-

Amount -

II. 600 mm Equilateral triangle

Quantity10

Rate52867

Amount 5286.73

III. 600 mm circular

Quantity10

Rate55397

Amount 5539.79

IV. 800 mm x 600 mm rectangular

Quantity10

Rate59321

Amount 5932.15

V. 600 mm x 450 mm rectangular

Quantity10

Rate55142

Amount 5514.27

VII. 900 mm side octagon

Quantity10

Rate63138

Amount 6313.88

Direction and Place Identification Signs upto 0.9 sqm size board.

Quantity-

Rate-

Amount -

A. Retro-Reflectorised Traffic Signs. 1)Supported on mild steel angle iron post 75 mm x 75 mm x 6 mm 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 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 drawing and Technical Specification Clause 801

Quantity4.8

Rate53738

Amount 11195.49

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.

Quantity1138

Rate4259324

Amount 3742.82

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

Quantity2

Rate7413

Amount 3706.66

Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings. Cycling Track @ 6m c/c

Quantity800

Rate2063652

Amount 2579.57

Road Markers/Road Stud with Lens Reflector Providing and fixing of road stud 100x100 mm diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflector, installed in concrete or asphlatic surface by drilling hole 30mm upto depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873(Part 4) 1973

Quantity340

Rate820654

Amount 2413.69

Construction of Cycling Track

Quantity4800

Rate41823830

Amount 8713.3

Conversion of the Two-Lane Road into Four Lane Road at New Shillong, Mawdiangdiang: Road-II

Quantity-

Rate-

Amount -

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of Lime Concrete, Cement Concrete, Reinforced Cement Concrete, etc. including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and of 1000 m as per Technical Specification Clause 202. (C) Reinforced Cement Concrete.

Quantity24.75

Rate50896

Amount 2056.42

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of Stone Masonry in Lime Mortar, Cement Mortar, Mud Mortar and Dry Rubble Masonry, Stone Pitching/Dry Stone Spalls, Boulders laid in wire crates etc., including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and of 1000 m as per Technical Specification Clause 202. (B) Rubble Stone Masonry in Cement Mortar

Quantity248.1

Rate163031

Amount 657.12

Dismantling of flexible pavements and disposal of dismantled material upto a lead of 100 m stacking of serviceable and unserviceable materials separately as per Technical Specification Clause 202. By Mechanical Means (B) Granular Courses

Quantity4537.5

Rate2861061

Amount 630.54

Earthwork in Hill road

Quantity-

Rate-

Amount -

(ii) Excavation in Hilly Areas in Soil by Mechanical Means-Excavation in soil in Hilly area by mechanical means including cutting and trimming of side slopes and disposal of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1: Ordinary Soil

Quantity174123.63

Rate25550030

Amount 146.74

(iv) Excavation in Hilly Areas in Ordinary rock by Mechanical Means not Requiring blasting-Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Technical Specification Clause 1603.2

Quantity9673.54

Rate2725760

Amount 281.78

(vii) Excavation in Hard rock (Blasting prohibited) by - Excavation for roadway in hard rock (Blasting prohibited) with rock breakers etc

Quantity9673.54

Rate7868695

Amount 813.43

Construction of Embankment with Material Obtained from Roadway Cutting. Construction of embankment with materials deposited at site from roadway cutting and excavation from drain and foundation of other structures, graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5.

Quantity2585.05

Rate722904

Amount 279.65

Lined Drain

Quantity-

Rate-

Amount -

Construction of Lined Drain

Quantity1403

Rate5559571

Amount 3962.63

Construction of Road Gully Chamber @ 80m c/c both sides

Quantity44

Rate526437

Amount 11964.5

Protection work

Quantity-

Rate-

Amount -

Excavation for Structures-Earthwork in excavation for structures as per drawing and Technical Specification 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. By manual means: II. Ordinary rock (not requiring blasting) Upto 3 m depth

Quantity324.3

Rate232069

Amount 715.6

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clauses 802, 803, 1202 & 1203. (1500, 1700 & 2100 MORT&H Specifications) I. P.C.C grade M 15 (ii) Nominal mix 1 : 3 : 6 (HAND MIXING)

Quantity2.72

Rate28691

Amount 10567.84

Stone masonry in cement mortar for sub-structure complete as per drawing and Technical Specification Clauses 702, 704, 1202 and 1204. (I). Coursed rubble Masonry. (ii) In cement mortar 1 : 4

Quantity827.55

Rate7142071

Amount 8630.38

Pointing with cement mortar (1:3) on brickwork as per Technical Specification Clause 613.3 & 1204

Quantity622.5

Rate85100

Amount 136.71

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

Quantity185

Rate116649

Amount 630.54

Providing P.C.C. M20 Architectural Coping on the top of wing wall, return wall etc. complete as per drawing and Technical Specification Clause 615

Quantity210

Rate173721

Amount 827.25

Filter Material for R/W,B/W, Wing Wall and Hume Pipe - 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

Quantity295.2

Rate1137335

Amount 3852.76

Guard Wall

Quantity70

Rate1315458

Amount 18792.27

Box Culvert

Quantity1

Rate4557691

Amount 4557691.67

Footpath & Utility Duct

Quantity3260

Rate70185853

Amount 21529.4

Metalling & Blacktopping - Granular Sub-base with Well Graded Material (Table 400.1) - Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (A) By Mix in Place Method. (i) For Grading I Material

Quantity8293.95

Rate38806587

Amount 4678.9

Wet Mix Macadam - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc. as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead.

Quantity6911.63

Rate42989180

Amount 6219.84

Dense Graded Bituminous Macadam - Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification Clause 507 complete in all respects. (i) for Grading I ( 40 mm nominal size )

Quantity1935.26

Rate25387983

Amount 13118.68

Bituminous Concrete - Providing and laying bituminous concrete with100-120 TPH batch type hot mix plant producingan average output of 75 tonnes per hour usingcrushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification Clause : 509 complete in all respects: I .Bitumen (i) for Grading I ( 13 mm nominal size )

Quantity1105.86

Rate20209521

Amount 18274.94

Prime Coat (iii) High porosity -Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.20 - 1.50 kq/sqm using mechanical means as per Technical Specification Clause 502.

Quantity36862

Rate3666331

Amount 99.46

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

Quantity36862

Rate804291

Amount 21.82

Construction of Median

Quantity3260

Rate7069355

Amount 2168.51

Traffic Signs - B. Semi Reflective Traffic Signs Providing and fixing semi reflective cautionary, mandatory and informatory sign board as per IRC : 67 made of 1.5 mm thick MS Sheet duly stove enameled with white colour in front and grey colour on back with red reflective border of 65 mm width and required letters and figures with reflective type engineering grade as per clause 1701.3.9 of MORD for rural roads of required shade and colour supported and welded on 47 mm x 47 mm x 12 SWG Sheet Tube firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.2.2.

Quantity-

Rate-

Amount -

II. 600 mm Equilateral triangle

Quantity5

Rate26433

Amount 5286.73

III. 600 mm circular

Quantity5

Rate27698

Amount 5539.79

IV. 800 mm x 600 mm rectangular

Quantity5

Rate29660

Amount 5932.15

V. 600 mm x 450 mm rectangular

Quantity5

Rate27571

Amount 5514.27

VII. 900 mm side octagon

Quantity5

Rate31569

Amount 6313.88

Direction and Place Identification Signs upto 0.9 sqm size board.

Quantity-

Rate-

Amount -

A. Retro-Reflectorised Traffic Signs. 1)Supported on mild steel angle iron post 75 mm x 75 mm x 6 mm 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 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 drawing and Technical Specification Clause 801.

Quantity3

Rate33586

Amount 11195.49

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.

Quantity723.78

Rate2708979

Amount 3742.82

Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/ local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703- (ii) Ordinary Kilometer Stone (Precast)

Quantity2

Rate7413

Amount 3706.66

Metal Beam Crash Barrier Type A- "W": Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 mm x 75 mm x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 mm x 75 mm x 5 mm, 330 mm long complete as per Clause 810 of MORT&H Specifications

Quantity250

Rate1252833

Amount 5011.33

Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.

Quantity853.33

Rate2201228

Amount 2579.57

Road Markers/Road Stud with Lens Reflector Providing and fixing of road stud 100x100 mm diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflector, installed in concrete or asphlatic surface by drilling hole 30mm upto depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873(Part 4) 1973

Quantity213

Rate514116

Amount 2413.69

Construction of Cycling Track

Quantity3260

Rate28404256

Amount 8712.96

Construction of Boundary Wall

Quantity1620

Rate29303122

Amount 18088.35

Construction of Four-Lane Road at New Shillong, Mawdaingdiang: ROAD-IIIa

Quantity-

Rate-

Amount -

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of Lime Concrete, Cement Concrete, Reinforced Cement Concrete, etc. including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and of 1000 m as per Technical Specification Clause 202. (C) Reinforced Cement Concrete.

Quantity20.25

Rate41642

Amount 2056.42

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of Stone Masonry in Lime Mortar, Cement Mortar, Mud Mortar and Dry Rubble Masonry, Stone Pitching/Dry Stone Spalls, Boulders laid in wire crates etc., including T&P and scaffolding whenever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and of 1000 m as per Technical Specification Clause 202. (B) Rubble Stone Masonry in Cement Mortar

Quantity187.5

Rate123209

Amount 657.12

Earthwork in Hill road

Quantity-

Rate-

Amount -

(ii) Excavation in Hilly Areas in Soil by Mechanical Means-Excavation in soil in Hilly area by mechanical means including cutting and trimming of side slopes and disposal of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1: Ordinary Soil

Quantity1143494.99

Rate167790736

Amount 146.74

(iv) Excavation in Hilly Areas in Ordinary rock by Mechanical Means not Requiring blasting-Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Technical Specification Clause 1603.2

Quantity63527.5

Rate17900461

Amount 281.78

(vii) Excavation in Hard rock (Blasting prohibited) by - Excavation for roadway in hard rock (Blasting prohibited) with rock breakers etc

Quantity63527.5

Rate51674855

Amount 813.43

Construction of Embankment with Material Obtained from Roadway Cutting. Construction of embankment with materials deposited at site from roadway cutting and excavation from drain and foundation of other structures, graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5.

Quantity16468.98

Rate4605517

Amount 279.65

Lined Drain

Quantity-

Rate-

Amount -

Construction of Lined Drain

Quantity5766

Rate22848530

Amount 3962.63

Construction of Road Gully Chamber @ 80m c/c both sides

Quantity86

Rate1028946

Amount 11964.5

Protection work

Quantity-

Rate-

Amount -

Excavation for Structures-Earthwork in excavation for structures as per drawing and Technical Specification 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. By manual means: II. Ordinary rock (not requiring blasting) Upto 3 m depth

Quantity885.78

Rate633861

Amount 715.6

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clauses 802, 803, 1202 & 1203. (1500, 1700 & 2100 MORT&H Specifications) I. P.C.C grade M 15 (ii) Nominal mix 1 : 3 : 6 (HAND MIXING)

Quantity8.09

Rate85483

Amount 10567.84

Stone masonry in cement mortar for sub-structure complete as per drawing and Technical Specification Clauses 702, 704, 1202 and 1204. (I). Coursed rubble Masonry. (ii) In cement mortar 1 : 4

Quantity2257.43

Rate19482506

Amount 8630.38

Pointing with cement mortar (1:3) on brickwork as per Technical Specification Clause 613.3 & 1204

Quantity1719.8

Rate235110

Amount 136.71

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

Quantity196

Rate123585

Amount 630.54

Providing P.C.C. M20 Architectural Coping on the top of wing wall, return wall etc. complete as per drawing and Technical Specification Clause 615

Quantity673

Rate556737

Amount 827.25

Filter Material for R/W,B/W, Wing Wall and Hume Pipe - 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

Quantity567.53

Rate2186572

Amount 3852.76

Guard Wall

Quantity20

Rate375845

Amount 18792.27

Box Culvert

Quantity8

Rate36461533

Amount 4557691.67

Footpath & Utility Duct

Quantity6622

Rate129228197

Amount 19514.98

Metalling & Blacktopping - Granular Sub-base with Well Graded Material (Table 400.1) - Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (A) By Mix in Place Method. (i) For Grading I Material

Quantity17030.48

Rate79683940

Amount 4678.9

Wet Mix Macadam - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc. as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead.

Quantity14192.06

Rate88272318

Amount 6219.84

Dense Graded Bituminous Macadam - Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification Clause 507 complete in all respects. (i) for Grading I ( 40 mm nominal size )

Quantity3973.78

Rate52130706

Amount 13118.68

Bituminous Concrete - Providing and laying bituminous concrete with100-120 TPH batch type hot mix plant producingan average output of 75 tonnes per hour usingcrushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification Clause : 509 complete in all respects: I .Bitumen (i) for Grading I ( 13 mm nominal size )

Quantity2270.73

Rate41497447

Amount 18274.94

Prime Coat (iii) High porosity -Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.20 - 1.50 kq/sqm using mechanical means as per Technical Specification Clause 502.

Quantity75691

Rate7528302

Amount 99.46

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

Quantity75691

Rate1651501

Amount 21.82

Construction of Median

Quantity6622

Rate14359899

Amount 2168.51

Traffic Signs - B. Semi Reflective Traffic Signs Providing and fixing semi reflective cautionary, mandatory and informatory sign board as per IRC : 67 made of 1.5 mm thick MS Sheet duly stove enameled with white colour in front and grey colour on back with red reflective border of 65 mm width and required letters and figures with reflective type engineering grade as per clause 1701.3.9 of MORD for rural roads of required shade and colour supported and welded on 47 mm x 47 mm x 12 SWG Sheet Tube firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.2.2.

Quantity-

Rate-

Amount -

II. 600 mm Equilateral triangle

Quantity15

Rate79300

Amount 5286.73

III. 600 mm circular

Quantity15

Rate83096

Amount 5539.79

IV. 800 mm x 600 mm rectangular

Quantity15

Rate88982

Amount 5932.15

V. 600 mm x 450 mm rectangular

Quantity15

Rate82714

Amount 5514.27

VII. 900 mm side octagon

Quantity15

Rate94708

Amount 6313.88

Direction and Place Identification Signs upto 0.9 sqm size board.

Quantity-

Rate-

Amount -

A. Retro-Reflectorised Traffic Signs. 1)Supported on mild steel angle iron post 75 mm x 75 mm x 6 mm 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 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 drawing and Technical Specification Clause 801.

Quantity6

Rate67172

Amount 11195.49

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.

Quantity1444

Rate5404626

Amount 3742.82

Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/ local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703- (ii) Ordinary Kilometer Stone (Precast)

Quantity2

Rate7413

Amount 3706.66

Metal Beam Crash Barrier Type A- "W": Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 mm x 75 mm x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 mm x 75 mm x 5 mm, 330 mm long complete as per Clause 810 of MORT&H Specifications

Quantity400

Rate2004533

Amount 5011.33

Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.

Quantity1154

Rate2976819

Amount 2579.57

Road Markers/Road Stud with Lens Reflector Providing and fixing of road stud 100x100 mm diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflector, installed in concrete or asphlatic surface by drilling hole 30mm upto depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873(Part 4) 1973

Quantity406

Rate979958

Amount 2413.69

Construction of Cycling Track

Quantity6622

Rate57697235

Amount 8712.96

Construction of Boundary Wall

Quantity615

Rate11125932

Amount 18090.95

Construction of Four-Lane Road at New Shillong, Mawdaingdiang: ROAD-IIIb

Quantity-

Rate-

Amount -

Earthwork in Hill road

Quantity-

Rate-

Amount -

(ii) Excavation in Hilly Areas in Soil by Mechanical Means-Excavation in soil in Hilly area by mechanical means including cutting and trimming of side slopes and disposal of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1: Ordinary Soil

Quantity73455.62

Rate10778509

Amount 146.74

(iv) Excavation in Hilly Areas in Ordinary rock by Mechanical Means not Requiring blasting-Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Technical Specification Clause 1603.2

Quantity4080.87

Rate1149886

Amount 281.78

(vii) Excavation in Hard rock (Blasting prohibited) by - Excavation for roadway in hard rock (Blasting prohibited) with rock breakers etc

Quantity4080.87

Rate3319480

Amount 813.43

Construction of Embankment with Material Obtained from Roadway Cutting. Construction of embankment with materials deposited at site from roadway cutting and excavation from drain and foundation of other structures, graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5.

Quantity311.2

Rate87026

Amount 279.65

Lined Drain

Quantity-

Rate-

Amount -

Construction of Lined Drain

Quantity528

Rate2092269

Amount 3962.63

Construction of Road Gully Chamber @ 80m c/c both sides

Quantity14

Rate167502

Amount 11964.5

Protection work

Quantity-

Rate-

Amount -

Excavation for Structures-Earthwork in excavation for structures as per drawing and Technical Specification 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. By manual means: II. Ordinary rock (not requiring blasting) Upto 3 m depth

Quantity21.94

Rate15698

Amount 715.6

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clauses 802, 803, 1202 & 1203. (1500, 1700 & 2100 MORT&H Specifications) I. P.C.C grade M 15 (ii) Nominal mix 1 : 3 : 6 (HAND MIXING)

Quantity0.29

Rate3096

Amount 10567.84

Stone masonry in cement mortar for sub-structure complete as per drawing and Technical Specification Clauses 702, 704, 1202 and 1204. (I). Coursed rubble Masonry. (ii) In cement mortar 1 : 4

Quantity53.16

Rate458756

Amount 8630.38

Pointing with cement mortar (1:3) on brickwork as per Technical Specification Clause 613.3 & 1204

Quantity45

Rate6151

Amount 136.71

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

Quantity33

Rate20807

Amount 630.54

Providing P.C.C. M20 Architectural Coping on the top of wing wall, return wall etc. complete as per drawing and Technical Specification Clause 615

Quantity30

Rate24817

Amount 827.25

Filter Material for R/W,B/W, Wing Wall and Hume Pipe - 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

Quantity18.36

Rate70736

Amount 3852.76

Guard Wall

Quantity10

Rate187922

Amount 18792.27

Box Culvert

Quantity1

Rate4557691

Amount 4557691.67

Footpath & Utility Duct

Quantity780

Rate15221684

Amount 19514.98

Metalling & Blacktopping - Granular Sub-base with Well Graded Material (Table 400.1) - Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (A) By Mix in Place Method. (i) For Grading I Material

Quantity2368.8

Rate11083385

Amount 4678.9

Wet Mix Macadam - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc. as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead.

Quantity2058

Rate12800424

Amount 6219.84

Dense Graded Bituminous Macadam - Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification Clause 507 complete in all respects. (i) for Grading I ( 40 mm nominal size )

Quantity565.22

Rate7414872

Amount 13118.68

Bituminous Concrete - Providing and laying bituminous concrete with100-120 TPH batch type hot mix plant producingan average output of 75 tonnes per hour usingcrushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification Clause : 509 complete in all respects: I .Bitumen (i) for Grading I ( 13 mm nominal size )

Quantity329.28

Rate6017571

Amount 18274.94

Prime Coat (iii) High porosity -Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.20 - 1.50 kq/sqm using mechanical means as per Technical Specification Clause 502.

Quantity10976

Rate1091683

Amount 99.46

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

Quantity10976

Rate239485

Amount 21.82

Construction of Median

Quantity780

Rate1691440

Amount 2168.51

Traffic Signs - B. Semi Reflective Traffic Signs Providing and fixing semi reflective cautionary, mandatory and informatory sign board as per IRC : 67 made of 1.5 mm thick MS Sheet duly stove enameled with white colour in front and grey colour on back with red reflective border of 65 mm width and required letters and figures with reflective type engineering grade as per clause 1701.3.9 of MORD for rural roads of required shade and colour supported and welded on 47 mm x 47 mm x 12 SWG Sheet Tube firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.2.2.

Quantity-

Rate-

Amount -

II. 600 mm Equilateral triangle

Quantity2

Rate10573

Amount 5286.73

III. 600 mm circular

Quantity2

Rate11079

Amount 5539.79

IV. 800 mm x 600 mm rectangular

Quantity2

Rate11864

Amount 5932.15

V. 600 mm x 450 mm rectangular

Quantity2

Rate11028

Amount 5514.27

VII. 900 mm side octagon

Quantity2

Rate12627

Amount 6313.88

Direction and Place Identification Signs upto 0.9 sqm size board.

Quantity-

Rate-

Amount -

A. Retro-Reflectorised Traffic Signs. 1)Supported on mild steel angle iron post 75 mm x 75 mm x 6 mm 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 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 drawing and Technical Specification Clause 801.

Quantity1.2

Rate13434

Amount 11195.49

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.

Quantity166

Rate621307

Amount 3742.82

Kilometre Stone Reinforced cement concrete M15 grade kilometre stone/ local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703- (ii) Ordinary Kilometer Stone (Precast)

Quantity2

Rate7413

Amount 3706.66

Metal Beam Crash Barrier Type A- "W": Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 mm x 75 mm x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 mm x 75 mm x 5 mm, 330 mm long complete as per Clause 810 of MORT&H Specifications

Quantity100

Rate501133

Amount 5011.33

Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide stripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.

Quantity206

Rate531390

Amount 2579.57

Road Markers/Road Stud with Lens Reflector Providing and fixing of road stud 100x100 mm diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflector, installed in concrete or asphlatic surface by drilling hole 30mm upto depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873(Part 4) 1973

Quantity119

Rate287229

Amount 2413.69

Construction of Cycling Track

Quantity780

Rate6796849

Amount 8713.91

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