Highways Department Tender

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Highways Department Tender

Works

Bridge Construction

Civil And Construction

Road Construction

Eprocure

Madurai - Tamil Nadu,

Dindigul - Tamil Nadu

Opening Date8 Nov 2024

Closing Date10 Dec 2024

Tender Amount₹ 17,55,40,000

Notes

Download

Costs

EMD
₹ 8,90,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Widening From Two Lane To Four Lane And Strengthening At Km 15 0 18 4 Of Madurai Alagarkoil Melur Road Including Widening Of Minor Bridge At Km 15 2

Description

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Contact

Tender Id
2024_HWAY_499801_1
Tender No
MDU No 119 TN No 26 2024 25 HDO Dated 29 10 2024
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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Documents

Download All

Tender Notice-1204.5 kBTendernotice_1.pdf

Tender Notice No 26

BOQ-1603.6 kBBOQ_594131.xls

BOQ

Document-3510.7 kBWESTPB.pdf

Price Bid Document Vol II

Document-2373.0 kBWESTPQ.pdf

Prequalification Document Vol I

Document-153.9 kBTender_Detail_2024...Tender_Detail_2024_HWAY_499801_1.html

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

Road Work

Quantity10415

Rate123

Amount 1283752.9

Providing compaction of berms using the 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 as directed by the departmental engineers for making up of low berms

Quantity-

Rate-

Amount -

for Road Work

Quantity10415

Rate26

Amount 277455.6

Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method 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 power roller to achieve the desired density, complete as per clause 401 of MORTH Specification no.111, 112, 401,900 - for grading- V Material

Quantity-

Rate-

Amount -

for Road Work

Quantity4210

Rate2078

Amount 8750569.2

For Construction of Junction Improvement at km 16/6

Quantity119.86

Rate2078

Amount 249131.41

For Providing Bus bay at km 16/6

Quantity90

Rate2078

Amount 187066.8

Quantity-

Rate-

Amount -

for Road Work

Quantity2807

Rate2168

Amount 6085884.77

For Construction of Junction Improvement at km 16/6

Quantity46.35

Rate2168

Amount 100491.9

For Providing Bus bay at km 16/6

Quantity60

Rate2168

Amount 130086.6

Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Vth Revision Specification no.111,112,406,900

Quantity-

Rate-

Amount -

for Road Work

Quantity8625

Rate2223

Amount 19181051.25

For Construction of Junction Improvement at km 16/6

Quantity199.77

Rate2223

Amount 444266.51

For Providing Bus bay at km 16/6

Quantity150

Rate2223

Amount 333583.5

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 no.111,112, 501,502,900- over WMM

Quantity-

Rate-

Amount -

for Road Work

Quantity37336

Rate81

Amount 3046617.6

For Construction of Junction Improvement at km 16/6

Quantity746.32

Rate81

Amount 60899.71

For Providing Bus bay at km 16/6

Quantity600

Rate81

Amount 48960

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 no.111,112,501, 503,900- over granular surfaces treated with primer

Quantity-

Rate-

Amount -

for Road Work

Quantity37336

Rate18

Amount 702290.16

For Construction of Junction Improvement at km 16/6

Quantity746.32

Rate18

Amount 14038.28

For Providing Bus bay at km 16/6

Quantity600

Rate18

Amount 11286

Tack coat - Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification no.111,112,501, 503,900- over Cement Concrete Surface)

Quantity-

Rate-

Amount -

for Road Work

Quantity12033

Rate27

Amount 325492.65

For Construction of Junction Improvement at km 16/6

Quantity1275.08

Rate27

Amount 34490.91

Dense Graded Bituminous Macadam (Table - 500-10)(Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade - 40) at percentage specified by JMF by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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 No.505) Grading I .as per MORT&H Rev. V specifications No.111,112,505, 900.

Quantity-

Rate-

Amount -

for Road Work

Quantity3547

Rate9991

Amount 35440488.96

Dense Graded Bituminous Macadam (Table - 500-10)(Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade - 40) at percentage specified by JMF by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher 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 No.505) Grading II .as per MORT&H Rev. V specifications No.111,112,505, 900.

Quantity-

Rate-

Amount -

For Providing Bus bay at km 16/6

Quantity30

Rate10757

Amount 322730.4

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 -

for Road Work

Quantity746

Rate9229

Amount 6885445.72

For Construction of Junction Improvement at km 16/6

Quantity101.07

Rate9229

Amount 932857.91

Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-40) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification no. 111, 112, 507, 900 complete in all respects - Grading II

Quantity-

Rate-

Amount -

for Road Work

Quantity1975

Rate11625

Amount 22960125.5

For Construction of Junction Improvement at km 16/6

Quantity60.66

Rate11625

Amount 705195.55

For Providing Bus bay at km 16/6

Quantity24

Rate11625

Amount 279009.12

Refilling the Excavated Earth including removal and Satisfactory removal disposal of all materials necessary for the construction of Road way and side drains in accordance with the specification and the lines, grads and cross section shown in the drawings or as instructed by the Engineer. as per MORT & H Specification (Vth Revision) no.111, 112, 301, 300, 900

Quantity-

Rate-

Amount -

For Construction of Retaining wall

Quantity1237.5

Rate42

Amount 53026.88

For Construction of Junction Improvement at km 16/6

Quantity21.67

Rate42

Amount 928.56

For Construction of Junction Improvement at km 16/6 (Pipe Culvert)

Quantity53

Rate42

Amount 2271.05

Providing Kerb type Centre Median

Quantity816.8

Rate42

Amount 34999.88

Dismantling of existing structures like culverts, bridges, Retaining walls and other structures comprising of Masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceble material and stacking the serviceble material with all Lifts and lead of 1000 metres ( Existing Structure PCC)

Quantity-

Rate-

Amount -

For Reconstruction of Box Culvert at Km 15/4

Quantity15.03

Rate486

Amount 7307.59

For Reconstruction of Box Culvert at Km 16/10

Quantity14.76

Rate486

Amount 7176.31

For Construction of Junction Improvement at km 16/6

Quantity20.34

Rate486

Amount 9889.31

Earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, Trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per standard specification 111,112,304 for Foundation of abutments, Piers Etc.,

Quantity-

Rate-

Amount -

For (Widening of Minor Bridge) Depth 0m to 2.0m

Quantity241

Rate123

Amount 29705.66

For Construction of Retaining wall

Quantity470.25

Rate123

Amount 57963.02

For Construction of Junction Improvement at km 16/6

Quantity325.84

Rate123

Amount 40163.04

For Providing Bus bay at km 16/6

Quantity300

Rate123

Amount 36978

Quantity-

Rate-

Amount -

For (Widening of Minor Bridge) Depth 2.0m to 3.0m

Quantity121

Rate447

Amount 54135.4

Quantity-

Rate-

Amount -

For (Widening of Minor Bridge) Depth 3.0m to 4.0m

Quantity13

Rate568

Amount 7384

Quantity-

Rate-

Amount -

For Reconstruction of Box Culvert at Km 15/4

Quantity174.11

Rate290

Amount 50491.9

For Reconstruction of Box Culvert at Km 16/10

Quantity172.13

Rate290

Amount 49917.7

Construction of cement concrete kerb with top and bottom width 150 and 165 mm respecively, 325 mm high in M 20 grade PCC on M 10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408.

Quantity-

Rate-

Amount -

For Construction of Junction Improvement at km 16/6 (Pipe Culvert)

Quantity113.6

Rate486

Amount 55226.64

Providing Kerb type Centre Median

Quantity6146.23

Rate486

Amount 2987989.72

Quantity-

Rate-

Amount -

For Construction of Junction Improvement at km 16/6 (Pipe Culvert)

Quantity112.06

Rate246

Amount 27625.03

Plain Cement Concrete M15 using 40mm ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing, including all incidental charges etc., complete as per MORTH Specification no.111, 112, 1000, 1500, 1700, 2200, 900 For Base Course of Box Culvert

Quantity-

Rate-

Amount -

For Reconstruction of Box Culvert at Km 15/4

Quantity17.66

Rate6021

Amount 106330.86

For Reconstruction of Box Culvert at Km 16/10

Quantity17.66

Rate6037

Amount 106613.42

Vibrated Cement Concrete M15 using 40mm ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing, including all incidental charges etc., complete as per MORTH Specification no.111, 112, 1000, 1500, 1700, 2200, 900 For Leveling Course

Quantity-

Rate-

Amount -

for Widening of Minor Birdge

Quantity13

Rate6098

Amount 79274

Quantity-

Rate-

Amount -

For Construction of Retaining wall

Quantity235.13

Rate6113

Amount 1437436.69

For Construction of Junction Improvement at km 16/6 (Pipe Culvert)

Quantity2.57

Rate6114

Amount 15712.98

Vibrated Cement Concrete M20 (Nominal Mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, including cost of form work, labour charges for mixing, transporting, laying and curing concrete, soft water, tools and Plants, and incidental charges, etc., complete as per relevant standard specification for BODYWALL as per section 1500 & 1700 of MORT&H Specifications (V Revision)

Quantity-

Rate-

Amount -

For Construction of Junction Improvement at km 16/6 (Pipe Culvert)

Quantity13.45

Rate9141

Amount 122946.45

Quantity-

Rate-

Amount -

For Construction of Retaining wall

Quantity174.9

Rate7283

Amount 1273880.65

Quantity-

Rate-

Amount -

For Construction of Retaining wall

Quantity725.15

Rate8759

Amount 6352074.7

Vibrated Reinforced Cement Concrete of grade M 30 (Design mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel and also including cost of formwork, soft water, labour charges for mixing, transportin, laying and curing concrete, working at depths, and hire charges for Tools and Plants including all other incidental charges, etc., complete as per sectin 1500 , 1700 & 2100 of MORT&H specification (V Revision ) for FOOTING OF ABUTMENTS AND REURNS, PIERS.

Quantity-

Rate-

Amount -

for Widening of Minor Birdge

Quantity187.8

Rate9325

Amount 1751235

Vibrated Reinforced Cement Concrete of grade M 30 (Design mix) using 20 mm ISS HBG graded metal including cost and convenyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of formwork, soft water, 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 COLUMN PIER AS PER SECTION 1500,1700 & 2200 of MORT&H specification (V Reision) BELOW GROUND LEVEL.

Quantity-

Rate-

Amount -

for Widening of Minor Birdge

Quantity53.3

Rate10586

Amount 564233.8

Quantity-

Rate-

Amount -

for Widening of Minor Birdge

Quantity108.2

Rate11678

Amount 1263559.6

Vibrated Reinforced Cement Concrete of grade M 30 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including cost of form work, soft water, 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, as per section 1500,1700 & 2200 of MORT&H specification (V Revision) for BED BLOCK CUM DIRT WALL OVER ABUTMENTS.

Quantity-

Rate-

Amount -

for Widening of Minor Birdge

Quantity18.8

Rate13443

Amount 252728.4

Vibrated Reinforced Cement ConcreteM30 (Design Mix) using 20 mm ISS size HBG graded metal of 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 chargesfor mixing transporting,lying,curing concrete, vibration charges,working at heights, soft water and hire charges for tools and plants, including all other incidental charges etc.,complete for PEDESTALS OVER PIERS AND ABUTMENTS as per section 1500,1700 & 2300 of MORT&H specification (V Revision).

Quantity-

Rate-

Amount -

for Widening of Minor Birdge

Quantity0.9

Rate14465

Amount 13018.5

Supplying and Fixing of ELASTOMERIC BEARING as shown in dawing including cost and conveyance to work site, labour for fixing the bearing in posotion and all other incidental charges etc., complete as per section 2000 of MORT&H specification (V Revision).

Quantity-

Rate-

Amount -

for Widening of Minor Birdge

Quantity160000

Rate1

Amount 283200

Quantity-

Rate-

Amount -

for Widening of Minor Birdge

Quantity222.44

Rate11420

Amount 2540264.8

Vibrated Reinforced Cement ConcreteM30(Design Mix) using 20 mm ISS size HBG graded metal of 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 chargesfor mixing transporting,lying,curing concrete, vibration charges,working at heights, soft water and hire charges for tools and plants, including all other incidental charges etc.,complete as per cl 1500,1700 & 2300 of MORT&H specification (V Revision) for DECK SLAB, KERB and FOOTPATH.

Quantity-

Rate-

Amount -

for Widening of Minor Birdge

Quantity88.7

Rate13325

Amount 1181927.5

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, soft water, hire chages for tools and Plants, including all other incidental charges, etc., complete for RCC INNER CRASH BARRIERS as per cl 811, 1700 & 2703.3 of MORT&H Specifications (V Revision).

Quantity-

Rate-

Amount -

for Widening of Minor Birdge

Quantity5.1

Rate20393

Amount 104004.3

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, soft water, hire chages for tools and Plants, including all other incidental charges, etc., complete for RCC OUTER CRASH BARRIERS as per cl 811, 1700 & 2703.3 of MORT&H Specifications (V Revision).

Quantity-

Rate-

Amount -

for Widening of Minor Birdge

Quantity6.5

Rate15939

Amount 103603.5

Providing and fixing of G.I DRAINAGE SPOUTS 1000mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drwing 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, etc, complete as per cl 2705 of MORT&H specification (V Revision).

Quantity-

Rate-

Amount -

for Widening of Minor Birdge

Quantity4

Rate2498

Amount 9992.4

Supplying andd installation of STRIP SEAl EXPANSION joint system confirming to specification for road and bridge works in the 40mm wide expansion gap provided in between decks over piers and in between deck and dirt wall over abutment with fatigue tested structural steel section at the noising and anchorage assembly, including labour, equipment and incidental charges for fixing the joints complete in all respects, as per specifications as per section 2600 of MORT&H specification (V Revision).

Quantity-

Rate-

Amount -

for Widening of Minor Birdge

Quantity20

Rate13981

Amount 279620

Vibrated reinforced cement concrete M30 (Design mix) using 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 chages for tools and Plants, including all other incidental charges, etc., complete for HANDRAILS and POSTS as per section 2703 - 3 of MORT&H Specifications (V Revision).

Quantity-

Rate-

Amount -

for Widening of Minor Birdge

Quantity22.2

Rate1135

Amount 25197

Vibrated cement concrete M15 (Nominal mix)using 40mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, including all lablour charges for mixing Concrete, Laying, hire harges for tools and plants, compacting, curing with all leadsfor soft water, including all other incidental charges, form work etc., complete, as per cl 1500, 1700 & 2704 of MORT&H specification (V Revision) For BASE COURSE Below Approach Slab and Foot Path Ramp.

Quantity-

Rate-

Amount -

for Widening of Minor Birdge

Quantity4

Rate6599

Amount 26396

Vibrated 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 labour chardgers for mixing, laying , curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges etc., complete for APPROACH SLAB as per cl 1500, 1700 & 2704 of MORT&H specification (V Revision).

Quantity-

Rate-

Amount -

for Widening of Minor Birdge

Quantity15

Rate9308

Amount 139620

Vibrated Cement Concrete M20 (Nominal Mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, including cost of form work, labour charges for mixing, transporting, laying and curing concrete, soft water, tools and Plants, and incidental charges, etc., complete as per relevant standard specification for PARAPET as per section 1500 & 1700 of MORT&H Specifications (V Revision)

Quantity-

Rate-

Amount -

for Widening of Minor Birdge

Quantity13.2

Rate9811

Amount 129505.2

For Construction of Junction Improvement at km 16/6 (Pipe Culvert)

Quantity0.9

Rate11091

Amount 9981.9

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 fixing 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 remolded 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 Specficaton (Fifth Revision-2013)

Quantity-

Rate-

Amount -

for Widening of Minor Birdge

Quantity207.33

Rate662

Amount 137356.13

For Reconstruction of Box Culvert at Km 15/4

Quantity50.18

Rate662

Amount 33244.25

For Reconstruction of Box Culvert at Km 16/10

Quantity50.18

Rate663

Amount 33304.47

Providing FILTER MEDIA behind Abutment and wings for 600mm thickness using filter martiel conforming to clause 309.3.2.B of MORT&H well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including allother incidental charges, etc complete as per cl 710.1.4 & Appendix 6 of IRC 78-2014.

Quantity-

Rate-

Amount -

for Widening of Minor Birdge

Quantity55

Rate1287

Amount 70785

For Reconstruction of Box Culvert at Km 15/4

Quantity48.54

Rate1287

Amount 62470.98

For Reconstruction of Box Culvert at Km 16/10

Quantity48.54

Rate1299

Amount 63053.46

FILLING BEHIND ABUTMENTS AND RETURNS with clean gritty free draining gravel including cost and draining gravel having PHI value more than 35 conveyance of gravel to wroksite , laying handi]ling charges and filling in layers tamping under optimum moisture content to get the maximum density, including watering, ith all leads and lifts for water and all other incidental charges, etc., complete as per cl 710.14 & appendix 6 of IRC 78 - 2014.

Quantity-

Rate-

Amount -

for Widening of Minor Birdge

Quantity215.3

Rate397

Amount 85626.96

For Reconstruction of Box Culvert at Km 15/4

Quantity71.37

Rate384

Amount 27408.22

For Reconstruction of Box Culvert at Km 16/10

Quantity71.37

Rate370

Amount 26406.9

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 MORTH Vth Revision Specification No. 1000, 1500, 1600, 900

Quantity-

Rate-

Amount -

for Widening of Minor Birdge

Quantity40.8

Rate95610

Amount 3900888

For Reconstruction of Box Culvert at Km 15/4

Quantity5.31

Rate95610

Amount 507975.93

For Reconstruction of Box Culvert at Km 16/10

Quantity5.31

Rate95610

Amount 507975.93

Supply and fabrication of Fe-240 steel required in the schedule including cost of steel at site and cost of providing and cost of fabrication labour charges or cleaning the rods, straightening,cutting,bending,tying grills, including over laping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings insluding cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges, etc., complete as per cl 2706 of MORT&H specificatoin (V Revision).

Quantity-

Rate-

Amount -

for Widening of Minor Birdge

Quantity0.44

Rate95610

Amount 42068.4

Providing and fixing class1 PVC seepage pipes of 110 mm dia of required lengths for retaining walls including costs and conveyance of all materials to work site and labour charges for fixing, including backing aggregate for draining seepage water etc., (Weep hole)

Quantity-

Rate-

Amount -

for Widening of Minor Birdge

Quantity136.8

Rate203

Amount 27784.08

For Reconstruction of Box Culvert at Km 15/4

Quantity18.67

Rate203

Amount 3791.88

For Reconstruction of Box Culvert at Km 16/10

Quantity18.67

Rate203

Amount 3791.88

For Construction of Retaining wall

Quantity273

Rate203

Amount 55446.3

Providing and fixing P.V.C pipes of 160 mm dia of approved make with all Bends ,Elbows, Tee's..etc including all specials and adhesive for required lengths for drainage arrangement from the superstructure, including cost and conveyance of all materials to worksite, as per MORT&H specifications 2706 for Service Duct Pipe in Footpath Kerb

Quantity-

Rate-

Amount -

for Widening of Minor Birdge

Quantity87.5

Rate419

Amount 36723.75

Vibrated Reinforced Cement Concrete M25 (Design Mix) using crushed ISS size HBG graded metal of including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges for formwork and centering, labour charges compacting, finishing and curing including all incidental charges etc., completed as per MORTH Specification no.1000,1500,1600,1700,2300, 900 for BOX CULVERT

Quantity-

Rate-

Amount -

For Reconstruction of Box Culvert at Km 15/4

Quantity72.69

Rate12334

Amount 896558.46

For Reconstruction of Box Culvert at Km 16/10

Quantity72.69

Rate12350

Amount 897721.5

Vibrated Cement Concrete M20 (Nominal Mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, including cost of form work, labour charges for mixing, transporting, laying and curing concrete, soft water, tools and Plants, and incidental charges, etc., complete as per relevant standard specification for Wing walls as per section 1500 & 1700 of MORT&H Specifications (V Revision)

Quantity-

Rate-

Amount -

For Reconstruction of Box Culvert at Km 15/4

Quantity76.69

Rate7757

Amount 594884.33

For Reconstruction of Box Culvert at Km 16/10

Quantity76.69

Rate7773

Amount 596111.37

Supply of NP3 Class RCC, 900 mm dia Hume pipes of 2.50m length confirming to IS 458/1989 cost of pipe as a finished work including all other incidental charges testing charges including loading and unloading transporting and delivery in good condition at work site as directed by the departmental officer etc., complete.

Quantity-

Rate-

Amount -

For Construction of Junction Improvement at km 16/6 (Pipe Culvert)

Quantity30

Rate3821

Amount 114642

Hoisting and fixing of 900 mm dia pipes and collars to proper gradient including all labour charges and all other incidental charges etc., complete.

Quantity-

Rate-

Amount -

For Construction of Junction Improvement at km 16/6 (Pipe Culvert)

Quantity30

Rate231

Amount 6930

Providing and laying of Hot Applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250gms 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 Clause 803 of MORT & H Specification (V Revision)

Quantity-

Rate-

Amount -

Providing Road Furniture

Quantity2947.5

Rate890

Amount 2623275

Providing and fixing of Reflective Road Studs of 'Category B' Raised pavement markers made out of poly carbonate/ methyl methecrylate/ABS moulded body confirming to ASTM D 785 and feflective panels with micro prismatic lens capable of providing total internal reflectance and chromatically values confirming to ASTM D2480. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH 33023/10/97-DO III dt 11.06.97. The height and width and length shall not be less than 15mm , 90 mm and 100 mm with minimum reflective area of 13 sqcm on each side and slope to the base shall be 35+/- 5 degree.Each reflector shall have a CIL not less than vlues specified in Table 2 of MORTH circular.The strength of detachment of the integrated cylindrical shanks (of diameter not less than 19+/- 2mm and height not less than 30+/-2 mm) from the body is to be a minimum value of 500kgf, Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manfacturer's recommendation and complete as directed by the Engineer, The marker shall support a load of 13635 Kg tested in accordance with ASTM D2480 and confirming to IRC 35-2015 guidelines and MORTh specification 804 etc., complete

Quantity-

Rate-

Amount -

Providing Road Furniture

Quantity4934

Rate480

Amount 2368320

Supplying of Solar Raised Pavement Markers made of polycarbonate molded body, solar powered, LED self- illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable o providing total internal reflection of the light entering the lens face in passive mode. The product shall support a load of 13635 kg tested in accordance to MORTH and ASTM D4280 Type H. The product should be resistant to water ingress according to IP 65 standards with IS 12063: 1987 Category 2 and should withstand temperatures in the range of -7 C to 70 C. Flashing rate and color of lighting is to be provided as per requirement. There should be minimum current losses of less than 20 micro-amperes in sleep-charging mode to enhance product life and single charge should provide for a minimum autonomy of 50 hours. The height, width and length shall not be less than 10 mm x 100 mm x 100 mm. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. Warranty Certificate and test reports confirming to compressive strength as per MORTH circular shall be obtained from the manufacturer and submitted to the engineer-in-charge. Two Years Warranty Certificate for Solar RPM for the Quantity installed and a certified copy of test reports from an independent test laboratory conforming to water ingress shall be obtained from the Manufacturer by the contractor and submitted to the engineer-in-charge.

Quantity-

Rate-

Amount -

Providing Road Furniture

Quantity310

Rate3300

Amount 1023000

Retro-Reflectorised Traffic Signs (with out definition board) Type - IVProviding 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 -

90 cm equilateral triangle

Quantity60

Rate5126

Amount 307560

60 cm Circular

Quantity10

Rate4513

Amount 45130

80cm X 60cm Rectangular

Quantity25

Rate6349

Amount 158725

60cm X 60cm Square

Quantity20

Rate5184

Amount 103680

Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic 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 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 IRC 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 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)

Quantity-

Rate-

Amount -

Providing Road Furniture

Quantity40

Rate4000

Amount 160000

Providing and erecting of 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 thickAluminium 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 0.6Om 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 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&H Specification No.801) - Rate per sqm ( for sign having area more than 0.9 sqm) Type-IV

Quantity-

Rate-

Amount -

Providing Road Furniture

Quantity10.8

Rate11491

Amount 124102.8

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 cm 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 -

Providing Road Furniture

Quantity700

Rate470

Amount 329000

Providing and fixing of Retro Reflectorized Sign Board using UV Inkjet Printer, Providing and fixing of Retro Reflectorized sign made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC67 - 2012 and ASTMD4956 - 09, specification and fixed over 2mm thick aluminum sheet fixed on back supporting frame mild steel L angle of size 50mm x50mm x 6mm. The Vertical support post for the installation of overhead sign Gantry shall be made of 300NB | (Nominal Bore) MS Pipe with 12mm thick with a ground clearance of 6 meters 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 ofsize 1200mm x 1200mm x 25mm and MS Top plate of size 900mm x 1650mm x 16mm to be used to hold thesign board at the top and bottom respectively. MS Stiffener plates 8mm thick of sizes 420x420, 682x420,288x288, 288x927 & 44x130 are to be used. Anchor bolts of dimension 25mm dia and 1000mm length are to beused 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 digital printing should use inks with low VOC emissions and have green guard, eco logo certificates asper 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 IRC 67-2012 (Asper MoRT&H specification No.801).

Quantity-

Rate-

Amount -

Providing Road Furniture

Quantity6

Rate157550

Amount 945300

Supplying and installation of delineators (road way indicators, hazard markers and object markers), 80- 1O0 cm high above ground level, painted at alternatively black and white in 15 cm 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&H specification No. 806)

Quantity-

Rate-

Amount -

Providing Road Furniture

Quantity110

Rate2400

Amount 264000

Providing and fixing of Retro Reflectorized Overhead Cantilever Informatory sign made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC67 - 2012 and ASTMD4956 - 09, specification and fixed over 2mm thick aluminum sheet fixed on back supporting frame mild steel L angle of size 50mm x50mm x 6mm. The Vertical support post for the installation of overhead sign Gantry shall be made of 300NB | (Nominal Bore) MS Pipe with 12mm thick with a ground clearance of 6 meters 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 ofsize 1200mm x 1200mm x 25mm and MS Top plate of size 900mm x 1650mm x 16mm to be used to hold thesign board at the top and bottom respectively. MS Stiffener plates 8mm thick of sizes 420x420, 682x420,288x288, 288x927 & 44x130 are to be used. Anchor bolts of dimension 25mm dia and 1000mm length are to beused 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 digital printing should use inks with low VOC emissions and have green guard, eco logo certificates asper 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 IRC 67-2012 (Asper 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 etc.,

Quantity-

Rate-

Amount -

Providing Road Furniture

Quantity1

Rate1015160

Amount 1015160

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

Rate148757087

Amount -

Add GST at 18%

Quantity1

Rate26776276

Amount -

Total Value put to Tender

Quantity1

Rate175533363

Amount -

Excess/Less Percentage

Quantity1

Rate-

Amount -

Final Value

Quantity1

Rate-

Amount -

Add GST at 18% of Final 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 148757087

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

Quantity-

Rate-

Amount -

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