Highways Department Tender

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Highways Department Tender

Works

Civil And Construction

Road Construction

Eprocure

Virudhunagar, Tamil Nadu

Opening Date7 Nov 2024

Closing Date6 Dec 2024

Tender Amount₹ 36,20,00,000

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Costs

EMD
₹ 18,22,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Tnv-83 Formation Of Outer Ring Road To Sivakasi Town Phase I Part A

Description

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Contact

Tender Id
2024_HWAY_499334_1
Bid Award Id
View
Tender No
T N No. 50 2024-2025 HDO Dated 28 10 2024
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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Documents

Tender Notice-1104.3 kBTendernotice_1.pdf

NIT

BOQ-1633.3 kBBOQ_593508.xls

BOQ

Document-61.3 MBPB.pdf

PB

Document-5412.7 kBKeyMap.pdf

KeyMap

Document-4409.3 kBPQ.pdf

PQ

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

ROAD A 23/600 - 28/000

Quantity14576

Rate123

Amount 1796637.76

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing onbank with all lead sand lifts asper SS20 B including cost of all labour charges, materials, tools,equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other , trimming of bottom of excavation back filling,clearingup the site andd is posal of all surplus materials etc., complete as per standard specification. For Formation of Embankment with conveyance of 12 km.

Quantity-

Rate-

Amount -

ROAD A 23/600 - 28/000

Quantity139788

Rate528

Amount 73942260.48

Granular Sub-Base with Close Graded Material Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 For Grading-V Material (Filter/ Separation Layer at Bottom)Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.

Quantity-

Rate-

Amount -

ROAD A 23/600 - 28/000

Quantity9298

Rate1841

Amount 17121709.12

Granular Sub-Base with Close Graded Material Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401For Grading-III Material (Drainage Layer at Top)Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.

Quantity-

Rate-

Amount -

ROAD A 23/600 - 28/000

Quantity6205

Rate1930

Amount 11981482.7

WET MIX MACADAM Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery,fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 Clause No. 111, 112, 406 & 900.

Quantity-

Rate-

Amount -

ROAD A 23/600 - 28/000

Quantity10595

Rate2211

Amount 23432219.85

Prime Coat Over WBM/ WMM Surface Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 502 of MORTH Rev-5 as per MORTH Rev. V Clause No. 111,112,501,502 &900 .

Quantity-

Rate-

Amount -

ROAD A 23/600 - 28/000

Quantity42379

Rate81

Amount 3462788.09

Tack Coat Over Primed Surface Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5 as per MORTH Rev. V Clause No.111, 112,501, 503 & 900.

Quantity-

Rate-

Amount -

ROAD A 23/600 - 28/000

Quantity42379

Rate18

Amount 798844.15

Providing, laying 75mm consolidated thick Dense Bituminous Macadam-Gr I using 0.24cum of 26.50 13.20mm, 0.25 cum of 13.20 -2.36 mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30 Grade bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min there quired temperature in Central Hot Mix Plant 20-30 toncapacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending topaver at site etc., including hire and fuel charges for 20-30 ton CMP with bitumen boiler, tipper trucks,Paver Finisher, Vibratory rollers andall other tools andplant required, includingall other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5

Quantity-

Rate-

Amount -

ROAD A 23/600 - 28/000

Quantity3391

Rate9452

Amount 32052138.92

Bituminous Concrete Grading II - Providingandlaying Bituminous Concrete to 30/40 mm thick using 0.13 cum of 19.009.50mm, 0.17 cum of 9.50-2.36 mm and 0.26 cum of 2.36 and below with 50.30kgs of VG40 bitumen for premixing per 10s qm including cost and conveyance of all materials to CMPsite, heating the bitumen and aggregate to required temperature andmixing themin required temperature incentral hotmixplant20-30 toncapacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniformthickness of 40mm with mechanical paver to the specified grades and cross section and consolidated by 8-10 tonne Vibratory to th erequired densityetc., including labour for attending to paver to site etc., including hire charges and fuel charges for20-30tCMPwithbitumenboiler, tipper trucks, Paver Finisher,Vibratory roller and all other tools and plant required, including fuel andall other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5

Quantity-

Rate-

Amount -

ROAD A 23/600 - 28/000

Quantity1272

Rate11088

Amount 14104292.16

Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary conferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation FOUNDATION OF BOX CULVERT AND RETURN WALL.

Quantity-

Rate-

Amount -

Road A - 2 x 2 Culvert at km 23/813,24/200 ,25/200, 25/400 ,26/200, 26/400, 26/800 - 7 nos

Quantity458.43

Rate123

Amount 56506.08

Road A - 2 x 3 Culvert at km 24/0,24/466,24/600, 24/800, 25/600, 25/800, 26/600,27/200, 27/400, 27/600, 27/800 - 11 Nos

Quantity1036.86

Rate123

Amount 127803.36

Road A - 5 x 4 Culvert at km 25980 - 1No

Quantity198.23

Rate123

Amount 24433.83

Plain Cement Concrete M20 grade (Nominal Mix 1:1.5:3) using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for LEVELLING COURSE OF BOX CULVERT

Quantity-

Rate-

Amount -

Road A - 2 x 2 Culvert at km 23/813,24/200 ,25/200, 25/400 ,26/200, 26/400, 26/800 - 7 nos

Quantity56.63

Rate6272

Amount 355191.29

Road A - 2 x 3 Culvert at km 24/0,24/466,24/600, 24/800, 25/600, 25/800, 26/600,27/200, 27/400, 27/600, 27/800 - 11 Nos

Quantity128.92

Rate6267

Amount 807941.64

Road A - 5 x 4 Culvert at km 25980 - 1No

Quantity17.13

Rate6272

Amount 107439.36

Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for BOTTOM SLAB, Body wall and Top Slab OF BOX CULVERT.

Quantity-

Rate-

Amount -

Road A - 2 x 2 Culvert at km 23/813,24/200 ,25/200, 25/400 ,26/200, 26/400, 26/800 - 7 nos

Quantity350.42

Rate12482

Amount 4373991.5

Road A - 2 x 3 Culvert at km 24/0,24/466,24/600, 24/800, 25/600, 25/800, 26/600,27/200, 27/400, 27/600, 27/800 - 11 Nos

Quantity836.44

Rate12101

Amount 10122521.6

Road A - 5 x 4 Culvert at km 25980 - 1No

Quantity182.88

Rate10900

Amount 1993392

Supply and fabrication of steel Grade Fe-500 / required for all RCC items of works involved in the schedule including cost of steel cost of fabrication labour charges for cleaning the bars straightening cutting bending tying grills hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc. complete as per standard specification.

Quantity-

Rate-

Amount -

Road A - 2 x 2 Culvert at km 23/813,24/200 ,25/200, 25/400 ,26/200, 26/400, 26/800 - 7 nos

Quantity24.16

Rate95610

Amount 2309650.77

Road A - 2 x 3 Culvert at km 24/0,24/466,24/600, 24/800, 25/600, 25/800, 26/600,27/200, 27/400, 27/600, 27/800 - 11 Nos

Quantity64.11

Rate95610

Amount 6129557.1

Road A - 5 x 4 Culvert at km 25980 - 1No

Quantity11.73

Rate95610

Amount 1121218.47

Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Parapet.

Quantity-

Rate-

Amount -

Road A - 2 x 2 Culvert at km 23/813,24/200 ,25/200, 25/400 ,26/200, 26/400, 26/800 - 7 nos

Quantity8.19

Rate7243

Amount 59321.32

Road A - 2 x 3 Culvert at km 24/0,24/466,24/600, 24/800, 25/600, 25/800, 26/600,27/200, 27/400, 27/600, 27/800 - 11 Nos

Quantity13.42

Rate7238

Amount 97133.96

Road A - 5 x 4 Culvert at km 25980 - 1No

Quantity2.81

Rate7243

Amount 20352.83

Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF RETURN WALL.

Quantity-

Rate-

Amount -

Road A - 2 x 2 Culvert at km 23/813,24/200 ,25/200, 25/400 ,26/200, 26/400, 26/800 - 7 nos

Quantity94.85

Rate6348

Amount 602175.14

Road A - 2 x 3 Culvert at km 24/0,24/466,24/600, 24/800, 25/600, 25/800, 26/600,27/200, 27/400, 27/600, 27/800 - 11 Nos

Quantity196.35

Rate6343

Amount 1245626.73

Road A - 5 x 4 Culvert at km 25980 - 1No

Quantity57.05

Rate6349

Amount 362210.45

Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL- BELOW SILL LEVEL

Quantity-

Rate-

Amount -

Road A - 2 x 2 Culvert at km 23/813,24/200 ,25/200, 25/400 ,26/200, 26/400, 26/800 - 7 nos

Quantity42.77

Rate7834

Amount 335066.17

Road A - 2 x 3 Culvert at km 24/0,24/466,24/600, 24/800, 25/600, 25/800, 26/600,27/200, 27/400, 27/600, 27/800 - 11 Nos

Quantity132.22

Rate7223

Amount 955133.48

Road A - 5 x 4 Culvert at km 25980 - 1No

Quantity22.9

Rate6996

Amount 160208.4

Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL- ABOVE SILL LEVEL

Quantity-

Rate-

Amount -

Road A - 2 x 2 Culvert at km 23/813,24/200 ,25/200, 25/400 ,26/200, 26/400, 26/800 - 7 nos

Quantity155.19

Rate9600

Amount 1489934.19

Road A - 2 x 3 Culvert at km 24/0,24/466,24/600, 24/800, 25/600, 25/800, 26/600,27/200, 27/400, 27/600, 27/800 - 11 Nos

Quantity645.15

Rate8501

Amount 5484594.34

Road A - 5 x 4 Culvert at km 25980 - 1No

Quantity154.98

Rate7942

Amount 1230851.16

Earth work excavation in all classes of soils and depositing on bank, with all leads and lifts as per SS20B, Including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification, for FOUNDATION OF BOX CULVERT,CUTOFF WALL AND APRON as per Section 300 of MORT&H Specifications(Fifth Revision).

Quantity-

Rate-

Amount -

Road A - 4 x 4 Skew 30deg Culvert at km 24/952,26/902,27/893 -3 nos

Quantity781.83

Rate447

Amount 349790.74

Filling under the box culvert with crushed stone sand including cost and conveyance of sand to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete for filling under the Box and Apron.

Quantity-

Rate-

Amount -

Road A - 4 x 4 Skew 30deg Culvert at km 24/952,26/902,27/893 -3 nos

Quantity102.57

Rate1590

Amount 163086.3

Compacted Cement Concrete of Grade M10 Nominal mix, using 40mm ISS HBG metal including cost and conveyance of al1 materials to site including cement at site including cost of formwork, soft water, labour changes for mixing, transporting, lfi ying and curing concrete,working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring , Strutting etc; complete as per relevant standard specification for LEVELLING COURSE UNDER FOUNDATION OF ABUTMENTS, RETURN WALLS & PIERS as per section 2100 of MORT&H Specifications (Fifth Revision-2013).

Quantity-

Rate-

Amount -

Road A - 4 x 4 Skew 30deg Culvert at km 24/952,26/902,27/893 -3 nos

Quantity11.28

Rate5532

Amount 62408.41

Vibrated Plain cement concrete M15 (Nominal mix 1:2:4) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site, including labour charges for mixing concrete, laying, curing concrete, hire charges for tool and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete for BASE COURSE BOX PORTION & APRON. as per Sections 1500, 1700 & 2704 of MORT&H Specifications(Fifth Revision).

Quantity-

Rate-

Amount -

Road A - 4 x 4 Skew 30deg Culvert at km 24/952,26/902,27/893 -3 nos

Quantity113.85

Rate6236

Amount 710006.17

Vibrated Plain cement concrete M15 (Nominal mix 1:2:4) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site, including labour charges for mixing concrete, laying, curing concrete, hire charges for tool and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete for CUT OFF WALL. as per Sections 1500, 1700 & 2704 of MORT&H Specifications(Fifth Revision).

Quantity-

Rate-

Amount -

Road A - 4 x 4 Skew 30deg Culvert at km 24/952,26/902,27/893 -3 nos

Quantity72.03

Rate10209

Amount 735378.04

Vibrated reinforced cement concrete M30 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tool and plants including all other incidental charges etc., complete for BASE SLAB, STEM, TOP SLAB OF BOX CULVERT .as per Sections 1500,1700 & 2704 of MORT&H Specifications(Fifth Revision).

Quantity-

Rate-

Amount -

Road A - 4 x 4 Skew 30deg Culvert at km 24/952,26/902,27/893 -3 nos

Quantity1054.53

Rate11585

Amount 12217078.05

Vibrated reinforced cement concrete M40 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tool and plants including all other incidental charges etc., complete for CRASH BARRIER as per Sections 811, 1700 & 2703.3 of MORT&H Specifications(Fifth Revision).

Quantity-

Rate-

Amount -

Road A - 4 x 4 Skew 30deg Culvert at km 24/952,26/902,27/893 -3 nos

Quantity44.91

Rate16990

Amount 763035.72

Supply and fabrication of Fe-500 grade steel required for all RCC items of works involved in the schedule cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc,.complete as per section 1600 of MORT&H Specifications (Fifth Revision)

Quantity-

Rate-

Amount -

Road A - 4 x 4 Skew 30deg Culvert at km 24/952,26/902,27/893 -3 nos

Quantity82.32

Rate95610

Amount 7870615.2

Vibrated reinforced cement concrete M30 (Design mix) 75mm uniform thick with surface reinforcement conforming to section 2702.2 of MORT&(H) Fifth revision, using ISS HBG graded metal, including cost and conveyance of all materials to work site including cement at site, including all labour charges for mixing concrete, laying, hire charges for tool and plants, compacing, curing with all leads for potable water, including all other incidental charges form work etc., complete for WEARING COAT OVER DECK SLAB AND APPROCH SLAB as per Sections 2702.2 of MORT&H Specifications(Fifth Revision).

Quantity-

Rate-

Amount -

Road A - 4 x 4 Skew 30deg Culvert at km 24/952,26/902,27/893 -3 nos

Quantity889.98

Rate672

Amount 598867.54

Providing and fixing G.I. Drainage spouts 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised Iron pipes and flats and fixing them in position., complete as per Section 2705 of MORT&H Specifications(Fifth Revision).

Quantity-

Rate-

Amount -

Road A - 4 x 4 Skew 30deg Culvert at km 24/952,26/902,27/893 -3 nos

Quantity18

Rate2498

Amount 44965.8

Vibrated Plain cement concrete M15 (Nominal mix 1:2:4) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site, including labour charges for mixing concrete, laying, curing concrete, hire charges for tool and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete for BASE COURSE BELOW APPROACH SLAB as per Sections 1500, 1700 & 2704 of MORT&H Specifications(Fifth Revision).

Quantity-

Rate-

Amount -

Road A - 4 x 4 Skew 30deg Culvert at km 24/952,26/902,27/893 -3 nos

Quantity37.44

Rate6515

Amount 243946.69

Vibrated reinforced cement concrete M30 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tool and plants including all other incidental charges etc., complete for APPROCH SLAB as per Sections 1500,1700 & 2704 of MORT&H Specifications(Fifth Revision).

Quantity-

Rate-

Amount -

Road A - 4 x 4 Skew 30deg Culvert at km 24/952,26/902,27/893 -3 nos

Quantity81.9

Rate9227

Amount 755746.17

Earth work excavation in all classes of soils and depositing on bank, with all leads and lifts as per SS20B, Including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification, for FOUNDATION OF RETAINING WALLS as per Section 300 of MORT&H Specifications(Fifth Revision).

Quantity-

Rate-

Amount -

Road A - 4 x 4 Skew 30deg Culvert at km 24/952,26/902,27/893 -3 nos

Quantity429

Rate447

Amount 191934.6

Compacted Cement Concrete of Grade M10 (Design Mix), using 40mm ISS HBG metal including cost and conveyance of al1 materials to site including cement at site including cost of formwork, soft water, labour changes for mixing, transporting, lfi ying and curing concrete,working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring , Strutting etc; complete as per relevant standard specification for LEVELLING COURSE UNDER FOUNDATION OF RETAININGWALL as per section 2100 of MORT&H Specifications (Fifth Revision-2013).

Quantity-

Rate-

Amount -

Road A - 4 x 4 Skew 30deg Culvert at km 24/952,26/902,27/893 -3 nos

Quantity27

Rate5520

Amount 149048.91

Vibrated reinforced cement concrete M30 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tool and plants including all other incidental charges etc., complete for FOOTINGS OF RCC RETAINING WALLS. as per Sections 1500,1700 & 2704 of MORT&H Specifications(Fifth Revision).

Quantity-

Rate-

Amount -

Road A - 4 x 4 Skew 30deg Culvert at km 24/952,26/902,27/893 -3 nos

Quantity171

Rate10672

Amount 1825026.57

Providing and fixing seepage pipes of 110mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN RATAININGWALL as per Appendix - 6 of IRC: 78 - 2014 & Sect ion 2706 of MORT& H speci fications (Fifth Revision)

Quantity-

Rate-

Amount -

Road A - 4 x 4 Skew 30deg Culvert at km 24/952,26/902,27/893 -3 nos

Quantity180

Rate203

Amount 36558

Vibrated reinforced cement concrete M30 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tool and plants including all other incidental charges etc., complete for STEM OF RCC RETAINING WALLS. as per Sections 1500,1700 & 2704 of MORT&H Specifications(Fifth Revision).

Quantity-

Rate-

Amount -

Road A - 4 x 4 Skew 30deg Culvert at km 24/952,26/902,27/893 -3 nos

Quantity201

Rate12385

Amount 2489519.67

Supply and fabrication of Fe-500 grade steel required for all RCC items of works involved in the schedule cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc,.complete as per section 1600 of MORT&H Specifications (Fifth Revision)

Quantity-

Rate-

Amount -

Road A - 4 x 4 Skew 30deg Culvert at km 24/952,26/902,27/893 -3 nos

Quantity14.46

Rate95610

Amount 1382520.6

Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water shoring strutting, walling and forming protective bunds whereever necessary etc., complete as per relevent standard specification for DRESSING THE BED UPTO SILL LEVEL.

Quantity-

Rate-

Amount -

Road A - Minor Bridge at km 27/940

Quantity347.21

Rate123

Amount 42797.11

Earth work excavation in all classes of soils and depositing on bank, with all leads and lifts, including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions,trimming bottom of excavation back filling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification, for FOUNDATION OF ABUTMENTS AND PIERS as per Section 300 of MoRT&H Specifications (V) Revision (including 600rrnr from the face of foundation for extra working space as per I S: 1200 (Pad 1) - 1992 Cl:4.2.5.1)

Quantity-

Rate-

Amount -

Road A - Minor Bridge at km 27/940

Quantity386.13

Rate246

Amount 95188.77

Blasting and removing the hard rock measured in solid in the foundation and removing the blasted stones and stacking the same for pre-measurement at site including the all other labour and incidental charges including the cost of the blasting materials and all other tools and plants employed etc., complete as per standard specifications for FOUNDATION OF ABUTMENTS, PIERS AND WINGS WALLS

Quantity-

Rate-

Amount -

Road A - Minor Bridge at km 27/940

Quantity155

Rate1809

Amount 280395

Benching, Hard rock upto an average of 10cm depth including all albour and incidental charges and hire charges for tools and plants employed etc., complete in the FOUNDATION OF ABUTMENTS AND WING WALLS.

Quantity-

Rate-

Amount -

Road A - Minor Bridge at km 27/940

Quantity257.42

Rate843

Amount 217185.25

Providing Fe-415 grade 25mm dowel bars including cost and conveyance of all materials to site drilling 40mm holes in rock and grouting the same with cm 1:2 after placing the 25mm dowel bars etc., complete in the FOUNDATION OF ABUTMENTS AND WING WALLS.

Quantity-

Rate-

Amount -

Road A - Minor Bridge at km 27/940

Quantity202

Rate858

Amount 173316

Compacted Cement Concrete of Grade M10 (Design Mix), using 40mm ISS HBG metal including cost and conveyance of al1 materials to site including cement at site including cost of formwork, soft water, labour changes for mixing, transporting, laying fig and curing concrete,working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring , Strutting etc; complete as per relevant standard specification for LEVELLING COURSE UNDER FOUNDATION OF ABUTMENTS, RETURN WALLS & PIERS as per section 2100 of MORT&H Specifications (Fifth Revision-2013).

Quantity-

Rate-

Amount -

Road A - Minor Bridge at km 27/940

Quantity26

Rate5633

Amount 146458

Vibrated Plain Cement Concrete of M20 (Nominal Mix) using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting,laying Fig and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS UNDER ABU TMENTS, RETURN WALLS as per section 1500,1700 & 2100 of MORT&H Specifications (Fifth Revision-2013).

Quantity-

Rate-

Amount -

Road A - Minor Bridge at km 27/940

Quantity374.72

Rate7308

Amount 2738479.99

Vibrated Cement Concrete of grade M20 Nominal mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVEL. as per section 1500,1700 & 2100 of MORT&H Specifications (Fifth Revision-2013).

Quantity-

Rate-

Amount -

Road A - Minor Bridge at km 27/940

Quantity122.98

Rate9036

Amount 1111247.28

Vibrated Reinforced Cement Concrete of gratie M30 Design mix using 20inm ISS size HBG graded metal including cost and conveyancc of all inaterials to site including cost of cement at site but excluding cost and tabrication of steel but including cost of formwork, potable water, labour charles for mixing, transporting, lnying and curing concrete, working at heights, hire charles for tools and plants including all other incidental charles etc; complete as per relevant standard specifications, for DIRT WALL CUM DED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS as per section 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision-2013).

Quantity-

Rate-

Amount -

Road A - Minor Bridge at km 27/940

Quantity18.15

Rate13476

Amount 244589.4

Providing and fixing seepage pipes of 110mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN THE ABUTMENTS AND WINGS as per Appendix - 6 of IRC: 78 - 2014 & Sect ion 2706 of MORT& H speci fications (Fifth Revision)

Quantity-

Rate-

Amount -

Road A - Minor Bridge at km 27/940

Quantity52

Rate203

Amount 10561.2

Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete.

Quantity-

Rate-

Amount -

Road A - Minor Bridge at km 27/940

Quantity43.35

Rate110

Amount 4768.5

Vibrated Reinforced Cement Concrete of grade M30 Design Mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB AND KERBS & SAFETY KERBS as per section 1500, 1700 & 2300 of MORT&H Specifications (Fifth Revision- 2013).

Quantity-

Rate-

Amount -

Road A - Minor Bridge at km 27/940

Quantity306.96

Rate11436

Amount 3510394.56

Providing and fixing PVC EXPANSION JOINT 20mm thickness with approved type of PVC water stopper of 300mm width over abutments and piers in 20mm gap between deck slabs as shown in the drawing including cost and conveyance of expansion joints including expansion joint filler and joint sealant etc, complete. as per section 2600 of MoRT&(H) specifications (fifth revision)

Quantity-

Rate-

Amount -

Road A - Minor Bridge at km 27/940

Quantity64.68

Rate653

Amount 42261.91

Compacted Plain Cement Concrete M15 (Nominal Mix), using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges tor mixing , transporting, laying, and Curing concrete working in heights and hire charges for tools and plants, and all other incidental chargesetc complete as per relevant specification for BASE COURSE IIELOW APPROACH SLAB AND SAFETY KERB RAMP as per section 1500,1700 & 2704 of MoRT&(H) Specifications (Fifth Revision-2013).

Quantity-

Rate-

Amount -

Road A - Minor Bridge at km 27/940

Quantity20.05

Rate6522

Amount 130766.1

Vibrated reinforced cement concrete M30 design mix using ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental changes etc., complete for APPROACH SLAB as per section 1500, 1700 & 2704 of MORT&H Specifications (Fifth Revision-2013).

Quantity-

Rate-

Amount -

Road A - Minor Bridge at km 27/940

Quantity30.25

Rate9227

Amount 279124.31

Vibrated cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for ixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges,formwork,cost of premoulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab as per section 2702.2 of MORT&H Specifications (Fifth Revision-2013).

Quantity-

Rate-

Amount -

Road A - Minor Bridge at km 27/940

Quantity458.92

Rate672

Amount 308807.27

Vibrated Reinforced Cement Concrete M-40, Grade, Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc.,, complete for RCC CRASH BARRIERS OVER DECK SLAB. -1RM(For Estimate Purpose, mix 1:1.5:3)as per section 811, 1700 & 2703.3 of MORT&H Specifications (Fifth Itevirion-2013).

Quantity-

Rate-

Amount -

Road A - Minor Bridge at km 27/940

Quantity18.5

Rate9489

Amount 175547.24

Providing and fixing of G.I. drainage spouts 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete.as per section 2705 of MORT&H Specifications (Fifth Itevirion-2013).

Quantity-

Rate-

Amount -

Road A - Minor Bridge at km 27/940

Quantity6

Rate2498

Amount 14988.6

Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc.,complete as per Cl. 710.1.4 & Appendix 6 of IRC : 78-2014.

Quantity-

Rate-

Amount -

Road A - Minor Bridge at km 27/940

Quantity46.41

Rate1389

Amount 64463.49

Filling behind Abutments and Wings with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete as per Cl. 710.1.4 & Appendix 6 of IRC : 78-2014 and Section 305 of MoRT&(H) specifications (Fifth Revision).

Quantity-

Rate-

Amount -

Road A - Minor Bridge at km 27/940

Quantity118.88

Rate343

Amount 40775.84

Supply and fabrication of Fe-500 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc,complete, as per section 1009.3, 1600 of MoRT&(H) Specifications (Fiftli Revision-2013).

Quantity-

Rate-

Amount -

Road A - Minor Bridge at km 27/940

Quantity37.74

Rate95610

Amount 3608321.4

Supply and fabrication of Fe-240 steel required for all RCC items of works involved in the schedule cost of steel at site fabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc,complete, as per section 1009.3, 1600 of MoRT&(H) Specifications (Fiftli Revision-2013).

Quantity-

Rate-

Amount -

Road A - Minor Bridge at km 27/940

Quantity2.93

Rate95610

Amount 280137.3

Compacted Plain Cement Concrete M20 (Nominal Mix), using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges tor mixing , transporting, laying, and Curing concrete working in heights and hire charges for tools and plants, and all other incidental chargesetc complete as per relevant specification for CC PARAPET as per section 1500,1700 & 2704 of MoRT&(H) Specifications (Fifth Revision-2013).

Quantity-

Rate-

Amount -

Road A - Minor Bridge at km 27/940

Quantity6.62

Rate12319

Amount 81551.78

Supply and fixing of High Quality of PVC pipes of 150mm dia.. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., for proving utility services in footpaths.

Quantity-

Rate-

Amount -

Road A - Minor Bridge at km 27/940

Quantity159

Rate419

Amount 66732.3

Earth work excavation in all classes of soils and depositing on bank, with all leads and lifts as per SS20B, Including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification, for FOUNDATION OF RETAINING WALLS as per Section 300 of MORT&H Specifications(Fifth Revision).

Quantity-

Rate-

Amount -

Road A - Protective wall at km 27/250 -27/300 & 27/890 - 27/940

Quantity712

Rate447

Amount 318548.8

Compacted Cement Concrete of Grade M10 (Design Mix), using 40mm ISS HBG metal including cost and conveyance of al1 materials to site including cement at site including cost of formwork, soft water, labour changes for mixing, transporting, lfi ying and curing concrete,working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring , Strutting etc; complete as per relevant standard specification for LEVELLING COURSE UNDER FOUNDATION OF RETAININGWALL as per section 2100 of MORT&H Specifications (Fifth Revision-2013).

Quantity-

Rate-

Amount -

Road A - Protective wall at km 27/250 -27/300 & 27/890 - 27/940

Quantity44.5

Rate5520

Amount 245640

Vibrated reinforced cement concrete M25 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tool and plants including all other incidental charges etc., complete for FOOTINGS OF RCC RETAINING WALLS. as per Sections 1500,1700 & 2704 of MORT&H Specifications(Fifth Revision).

Quantity-

Rate-

Amount -

Road A - Protective wall at km 27/250 -27/300 & 27/890 - 27/940

Quantity285

Rate10227

Amount 2914695

Providing and fixing seepage pipes of 110mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN RETAINING WALL as per Appendix - 6 of IRC: 78 - 2014 & Sect ion 2706 of MORT& H specifications (Fifth Revision)

Quantity-

Rate-

Amount -

Road A - Protective wall at km 27/250 -27/300 & 27/890 - 27/940

Quantity288

Rate203

Amount 58492.8

Vibrated reinforced cement concrete M25 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tool and plants including all other incidental charges etc., complete for STEM OF RCC RETAINING WALLS. as per Sections 1500,1700 & 2704 of MORT&H Specifications(Fifth Revision).

Quantity-

Rate-

Amount -

Road A - Protective wall at km 27/250 -27/300 & 27/890 - 27/940

Quantity331.88

Rate12957

Amount 4300169.16

Supply and fabrication of Fe-500 grade steel required for all RCC items of works involved in the schedule cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc,.complete as per section 1600 of MORT&H Specifications (Fifth Revision)

Quantity-

Rate-

Amount -

Road A - Protective wall at km 27/250 -27/300 & 27/890 - 27/940

Quantity24.1

Rate95610

Amount 2304201

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing onbank with all lead sand lifts asper SS20 B including cost of all labour charges, materials, tools,equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other , trimming of bottom of excavation back filling,clearingup the site andd is posal of all surplus materials etc., complete as per standard specification. For making up of low berms.

Quantity-

Rate-

Amount -

Road A - Bus Bay at Km 23/8, 24/8,27/2 ,27/10 (BHS)

Quantity3612

Rate528

Amount 1910603.52

Granular Sub-Base with Close Graded Material Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 For Grading-V Material (Filter/ Separation Layer at Bottom) Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.

Quantity-

Rate-

Amount -

Road A - Bus Bay at Km 23/8, 24/8,27/2 ,27/10 (BHS)

Quantity348

Rate1841

Amount 640821.12

Granular Sub-Base with Close Graded Material Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 For Grading-III Material (Drainage Layer at Top)Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.

Quantity-

Rate-

Amount -

Road A - Bus Bay at Km 23/8, 24/8,27/2 ,27/10 (BHS)

Quantity240

Rate1930

Amount 463425.6

WET MIX MACADAM Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery,fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 Clause No. 111, 112, 406 & 900.

Quantity-

Rate-

Amount -

Road A - Bus Bay at Km 23/8, 24/8,27/2 ,27/10 (BHS)

Quantity600

Rate2211

Amount 1326978

Prime Coat Over WBM/ WMM Surface Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 502 of MORTH Rev-5 as per MORTH Rev. V Clause No. 111,112,501,502 &900 .

Quantity-

Rate-

Amount -

Road A - Bus Bay at Km 23/8, 24/8,27/2 ,27/10 (BHS)

Quantity2400

Rate81

Amount 196104

Tack Coat Over Primed Surface Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5 as per MORTH Rev. V Clause No.111, 112,501, 503 & 900.

Quantity-

Rate-

Amount -

Road A - Bus Bay at Km 23/8, 24/8,27/2 ,27/10 (BHS)

Quantity2400

Rate18

Amount 45240

Providing and laying Dense Bituminous Macadam which work shall consist of construction, using crushed aggregates, (Table 500-10) premixed with VG 30 Grade Bitumen at the rate of minimum 4.50% by weight of the total mix confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporting the mix to the worksite, laying with paver finisher and compaction with smooth wheeled and vibratory roller in accordance with the requirements of the specification and in conformity with the drawing as directed by the Engineer for DBM (Grade-II ) as per MORTH No. 111, 112, 505, 900

Quantity-

Rate-

Amount -

Road A - Bus Bay at Km 23/8, 24/8,27/2 ,27/10 (BHS)

Quantity120

Rate10216

Amount 1226006.4

Providing and laying Bituminous Concrete which work shall consist of construction using coarse aggregates (Table 500-17) premixed with VG 30 Grade Bitumen at the rate of minimum 5.40% by weight of the total mix confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporting the mix to the worksite, laying with paver finisher and compaction with smooth wheeled and vibratory roller in accordance with the requirements of the specification and in conformity with the drawing as directed by the Engineer for BC (Grade-II) as per MORTH No. 111, 112, 507, 900

Quantity-

Rate-

Amount -

Road A - Bus Bay at Km 23/8, 24/8,27/2 ,27/10 (BHS)

Quantity72

Rate11088

Amount 798356.16

Picking 5cm to 10cm old metalled surface and sectioning 1Sqm. Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse including all other incidental charges etc., complete as per standard specifications as per MORTH Rev. V Clause No. 111, 112, 202,305.4.3 & 501.

Quantity-

Rate-

Amount -

Road A - Junction Improvement at km 23/600

Quantity613.63

Rate21

Amount 13401.68

Road A - Branch Road Improvement at km 24/700

Quantity282.21

Rate21

Amount 6163.47

Road A - Branch Road Improvement at km 27/100

Quantity155.9

Rate21

Amount 3404.86

Excavation for Roadway and drainage - Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Box cutting . MORTH No. 111, 112, 301, 305, 900.

Quantity-

Rate-

Amount -

Road A - Junction Improvement at km 23/600

Quantity9.17

Rate123

Amount 1130.29

Road A - Branch Road Improvement at km 24/700

Quantity135.96

Rate123

Amount 16758.43

Road A - Branch Road Improvement at km 27/100

Quantity63.48

Rate123

Amount 7824.55

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing onbank with all lead sand lifts asper SS20 B including cost of all labour charges, materials, tools,equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other , trimming of bottom of excavation back filling,clearingup the site andd is posal of all surplus materials etc., complete as per standard specification. For making up of low berms with conveyance of 7 km.

Quantity-

Rate-

Amount -

Road A - Junction Improvement at km 23/600

Quantity2038.14

Rate528

Amount 1078094.53

Providing and Laying Granular Sub-Base Grade- V consisting of well graded Material confirming to the grading given in Table No.400-1, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 401, 900.

Quantity-

Rate-

Amount -

Road A - Junction Improvement at km 23/600

Quantity523.42

Rate1815

Amount 950028.24

Road A - Branch Road Improvement at km 24/700

Quantity262.95

Rate1828

Amount 480735.71

Road A - Branch Road Improvement at km 27/100

Quantity133.64

Rate1867

Amount 249618.14

Providing and Laying Granular Sub-Base Grade- III consisting of well graded Material confirming to the grading given in Table No.400-1, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 401, 900.

Quantity-

Rate-

Amount -

Road A - Junction Improvement at km 23/600

Quantity58.74

Rate1904

Amount 111872.68

Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant,conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery,fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5

Quantity-

Rate-

Amount -

Road A - Junction Improvement at km 23/600

Quantity921.97

Rate2211

Amount 2039056.51

Road A - Branch Road Improvement at km 24/700

Quantity438.26

Rate2211

Amount 969268.96

Road A - Branch Road Improvement at km 27/100

Quantity222.73

Rate2211

Amount 492596.35

Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MORTH Specification over WMM. MORTH No. 111, 112, 501, 502, 900.

Quantity-

Rate-

Amount -

Road A - Junction Improvement at km 23/600

Quantity3530.64

Rate81

Amount 288488.59

Road A - Branch Road Improvement at km 24/700

Quantity1753.02

Rate81

Amount 143239.26

Road A - Branch Road Improvement at km 27/100

Quantity890.91

Rate81

Amount 72796.26

Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over granular surfaces treated with primer. MORTH No. 111, 112, 501, 503, 900.

Quantity-

Rate-

Amount -

Road A - Junction Improvement at km 23/600

Quantity3530.64

Rate18

Amount 66552.56

Road A - Branch Road Improvement at km 24/700

Quantity1753.02

Rate18

Amount 33044.43

Road A - Branch Road Improvement at km 27/100

Quantity890.99

Rate18

Amount 16795.16

Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm over the existing Bituminous surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over granular surfaces treated with primer. MORTH No. 111, 112, 501, 503, 900.

Quantity-

Rate-

Amount -

Road A - Junction Improvement at km 23/600

Quantity107.84

Rate21

Amount 2300.23

Providing, laying 75mm consolidated thick Dense Bituminous Macadam Grade-I using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG30 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5.

Quantity-

Rate-

Amount -

Road A - Junction Improvement at km 23/600

Quantity46.99

Rate9452

Amount 444155.12

Bituminous Macadam grading II (Providing and laying bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 40), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504) - as per MORTH Rev.V clause No.111, 112, 501, 504 & 900

Quantity-

Rate-

Amount -

Road A - Junction Improvement at km 23/600

Quantity152.57

Rate8694

Amount 1326474.09

Road A - Branch Road Improvement at km 24/700

Quantity87.65

Rate8694

Amount 762046.63

Road A - Branch Road Improvement at km 27/100

Quantity44.55

Rate8694

Amount 387326.61

Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc.,complete as per specification using CMP as per clause 507 of MORTH Rev-5

Quantity-

Rate-

Amount -

Road A - Junction Improvement at km 23/600

Quantity109.17

Rate11088

Amount 1210507.53

Road A - Branch Road Improvement at km 24/700

Quantity52.59

Rate11088

Amount 583132.65

Road A - Branch Road Improvement at km 27/100

Quantity26.73

Rate11088

Amount 296389.72

Providing Barrier Type Kerb for median/islands using Vibrated cement concrete of grade M20 (1:1.5:3) using 20 and 12mm ISS HBG metal from approved quarry, including cost and conveyance of all materials to worksite, including hire and fuel charges of all the machineries employed for this work,including all labour charges for mixing, laying, curing, painting, including all other incidental charges etc., complete as per drawing and standard specification

Quantity-

Rate-

Amount -

Road A - Junction Improvement at km 23/600

Quantity336.27

Rate490

Amount 165034.59

Collection and supply of Carted earth including cost and conveyance to worksite and stacking them into road side for taking premeasurements and spreading the same in the low berms as directed by the Engineer with initial lift including all labour charges and consolidation with power roller including all tools and plants and all other incidental charges etc., complete for making up berms as per MORTH Vth Rev., 111, 112, 401, 408, 900

Quantity-

Rate-

Amount -

Road A - Junction Improvement at km 23/600

Quantity40

Rate353

Amount 14135.6

Providing compaction for embankment / making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc.,complete and as directed by the departmental engineers. (For Refilling in Between Kerb & Island)

Quantity-

Rate-

Amount -

Road A - Junction Improvement at km 23/600

Quantity87.2

Rate26

Amount 2326.5

Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @250 gms. Per sqm area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35. The finished surface to be level , uniform and free from streaks and holes etc., complete (as per MORT&H specification No.803

Quantity-

Rate-

Amount -

Road A - Road Furniture

Quantity4018.65

Rate890

Amount 3576598.5

Providing and fixing reflective road studs of 'category A' Raised pavement markers made out of poly carbonate / ABS moulded body and reflective panels (bi-convex reflectors) with miicro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro-reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No. RW / NH. 33023 / 10 97-DO.III dt. 11.06.97 and the length, height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm. The marker shall support a load of 13635 Kg. tested in accordance with ASTM D4280. Lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each retro-reflectory surface shall not be less than 13.0 sq.cm. The slope or retro-reflectory surface shall be 35 + 5 degree to base. Each reflector shall have a CIL not less than values specified in table 2 of said MORT&H circular and two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be provided for better anchorage.

Quantity-

Rate-

Amount -

Road A - Road Furniture

Quantity4192

Rate480

Amount 2012160

Retro-Reflectorised Traffic Signs (with out definition board) Type - IV Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 -09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with MIS grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. ( as per MORT&HSpecification No.801)

Quantity-

Rate-

Amount -

Road A- Road Furniture - 90 cm equilateral triangle

Quantity40

Rate5126

Amount 205040

Road A - Road Furniture- 60 cm Circular

Quantity40

Rate4513

Amount 180520

Road A - Road Furniture- 90cm High Octagon

Quantity20

Rate8205

Amount 164100

Road A - Road Furniture- 80cm X 60cm Rectangular

Quantity24

Rate6349

Amount 152376

Road A - Road Furniture - 60cm x 45cm rectangular

Quantity33

Rate5184

Amount 171072

Hazard Marker Traffic Signs - Type-IV Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRe-67: 2012 and ASTM D 4956 -09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm and 0.60m below ground level. The sign post should be painted as per IRe 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRe 67-2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRe 67:2012. (as per MORT&HSpecification No.801)

Quantity-

Rate-

Amount -

Road A - Road Furniture

Quantity120

Rate4000

Amount 480000

Providing and erecting Direction and Place Identification Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67 : 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild Steel angle and supported on a mild steel angle post 75x75x6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm size including cost and conveyance of all materials, eqipment, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge, High intensity Retro - Relectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 (as per MORT&H Specification No.801) for sign having area more than 0.9 sqm) Type-IV

Quantity-

Rate-

Amount -

Road A - Road Furniture

Quantity28.08

Rate11805

Amount 331484.4

Rigid Median Marker Providing fixing of Median marker double sided made of polycarbonate for impact resistance and good weather ability. Polycarbonate used for molding the median marker shall have a minimum Izod impact strength value of 600 J!m at room temperature. The impact strength of the poly carbonate should not decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal structure of length 15 ern height and width of 10 x 10 cm. The median marker shall have fluorescent yellow retro - reflective sheeting confirming to Tpe XI specifications as per ASTM D 4956.Area of reflective sheeting should not be less than 70 cm2 .Edge of retro reflective shall be concealed using a grill! mesh! similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting colour on both side of median marker for distinct identification.

Quantity-

Rate-

Amount -

Road A - Road Furniture

Quantity480

Rate470

Amount 225600

Metal Beam Crash Barrier Type - A, "w" single Guard Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.70m high, comprising of 3mm thick wall “W” beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having Zinc Mass of 550gms/ sqm, minimum 950mm above road/ ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer-in-charge

Quantity-

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Amount -

Road A - Road Furniture

Quantity160

Rate4696

Amount 751360

Road Delineators Supplying and installation of delineators (road way indicators, hazard markers and object markers), 80-100 ern high above ground level, painted at alternatively black and white in 15 em wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc., complete (as per MORT&Hspecification No. 806)

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Amount -

Road A - Road Furniture

Quantity120

Rate2400

Amount 288000

Solar Blinker Proving and fixing Solar powered Traffic Blinkers of 30cm dia with Polycarbonate Dome 5mm Red of Led 150 Nos. iri each Red Blinkers Light - 1 No. with Red / White / Blue Led Blinkers Delineator Solar Panel : 12v 50w Solar Panel — 1 No. 12v 18 AH Battery - 1 No. with Box, Solar Circuit Controller Board Box. Straight Pole : MS Pole 3” dia 2.5mm thick 18 Feet height pole (1 No.) with 2 Feet under ground pole foundation, pole painting including transportation charges, installation charges etc., complete as per standard specification

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Amount -

Road A - Road Furniture

Quantity10

Rate25000

Amount 250000

Supply and fixing of Kilometre stone of standard design and drawing as per IRC:8-1980 (second revision),including painting and numbering etc., and all other incidental charges etc., complete.

Quantity-

Rate-

Amount -

Road A - Road Furniture

Quantity5

Rate2197

Amount 10985

Supply and fixing of HM stone of standard design and drawing as per IRC:26-1967, including painting and numbering etc., and all other incidental charges etc., complete.

Quantity-

Rate-

Amount -

Road A - Road Furniture

Quantity20

Rate574

Amount 11493

Providing and Fixing of Retro Reflectorised Overhead Cantilever Informatory sign made of cube corner Micro Prismatic Grade sheeting conforming to Type XI standards of IRC 67 -2012 and ASTMD4956-09, specification and fixed over 2mm thick aluminium sheet fixed on back supporting frame mild steel L angle of size 50mmx50mmx6mm. The vertical support post for the installation of overhead sign gantry shall be made of 300NB (Nominal Bore) MS pipe with 12mm thicknwith a ground clearance of 6 metres along with 80NB (Nominal Bore) MS pipe with 4mm thick and 40NB(Nominal Bore) MS pipe with 3.20mm thick support posts. MS Base plate of size 1200mm x 1200m x 25mm and MS top plate of size 900mm x 1650mm x 16mm to be used to hold the sign board at the top and bottom respectively. MS stiffener plated 8mm thick of sizes 420 x 420, 680 x 420, 288 x 288, 288 x 927 & 44 x 130 are to be used. Anchor bolts of dimension 25mm dia and 1000mm length are to be used as fixtures. The approved direction information should be digitally printed and should have 70% of the co - efficient of Retro-reflection values against the values as mentioned in Table 6.9 of IRC67-2012. The Latex printer used for digitally printing should use links with low VOC emissions and have green guard, eco logo certificates as per UL 2801 standards. The retro-reflective sheeting shall be covered under 10 years warranty issued for field performance and a certified copy of three years Outdoor exposure report shall be obtained as per IRC67-2012 (As per MORT&H specification No 801). Cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including cost and conveyance of all materials, equipment, machineries to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in-charge etc., complete.

Quantity-

Rate-

Amount -

Road A - Road Furniture

Quantity8

Rate540490

Amount 4323920

Providing and Fixing of Retro Reflctorsied sign boards made out of cube corner micro prismatic grade sheeting of Type - XI standards of IRC 67-2012 and ASTM D 4956-09 specification, Digitally Printed UV Inkjet Printer (UVIJ) for traffic colour, images/logos/text and laminated with clear electro - cuttable film and applied to properly prepared sign substrates, fixed over 2mm aluminium sheet with back supporting frame of 50 x 50x 6mm Mild steel "L" angle and supported on a 150NB (Nominal Bore) pipe with 4.50mm thick with an overall height from top of the board to foundation. The sign board should be of 2.10m clear height from the ground level to the bottom of the sign board and 1.10m below ground level.The sign post should be painted as per IRC 67 - 2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete of size 450x450x1100mm including cost and conveyance of all materials, equipment, machineries to worksite, imcluding all labour charges for fixing the gantry un position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by engineer-in-charge etc., complete. The Micro prismatic sheeting should have minimum 70% co-effificent of Retro - reflection values as per Table 6.90 of IRC 67-2012. The retro - reflective sheeting shall be coverd under 10 years warranty issued for field performance and a certified copy of 3 years outdoor exposure report shall be obtained as per IRC 67-2012. The warranty shall be inclusive of digitally printed images/logos/test/legends and their bonding to the retro - reflective sheeting (as per MORT&H specification No 801) of size - 3.64mx2.4m

Quantity-

Rate-

Amount -

Road A - Road Furniture

Quantity8

Rate157550

Amount 1260400

Supply and fixing of RCC guide post of size1.20 x 0.20 x 0.20 m with reflective star stickers with tin M.s sheet with two side packing and top cover of 0.75 inches in RCC 1: 2: 4 Mix using 20 mm HBG ISS metal with 10 mm. dia bars as vertical with 8mm dia Stirrups including 8.25 inches x 4.25 feet mould with star shape of 5 inches and top projection by 0.75 inches x 3 inches including cost and conveyance of materials to worksite etc., complete.,

Quantity-

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Amount -

Road A - Road Furniture

Quantity100

Rate1220

Amount 122022

Calculation of SubTotal, GST and Total Amount carried out by system automatically

Quantity-

Rate-

Amount -

Basic cost of value put to tender as per estimate

Quantity1

Rate306703669

Amount -

Add GST at 18%

Quantity1

Rate55206660

Amount -

Total Value put to Tender

Quantity1

Rate361910329

Amount -

Negotiated Percentage

Quantity1

Rate-

Amount -

Final Negotiated Value

Quantity1

Rate-

Amount -

Add GST at 18% of Final Negotiated Value

Quantity1

Rate-

Amount -

Total Value of Contract Including 18% of GST

Quantity1

Rate-

Amount -

Basic cost of value put to tender as per Estimate

Quantity-

Rate-

Amount 306703669

Quoted Rate in Figures (Total Value of Contract Including 18% of GST )

Quantity-

Rate-

Amount -

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