Highways Department Tender

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Highways Department Tender

Works

Civil And Construction

Bridge Construction

Eprocure

Dindigul, Tamil Nadu

Opening Date24 Aug 2024

Closing Date23 Sep 2024

Tender Amount₹ 5,95,65,000

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Costs

EMD
₹ 3,09,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Mdu No 007 Tn No 05 2024 25 Hdo Dated 14 08 2024

Description

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Tender Id
2024_HWAY_476754_1
Bid Award Id
View
Tender No
MDU No 007 TN No 05 2024 25 HDO Dated 14 08 2024
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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Documents

Tender Notice-2460.4 kBpqnotice05.pdf

Tender Notice-1102.9 kBTendernotice_1.pdf

Tender Notice No 05

BOQ-1484.4 kBBOQ_566211.xls

BOQ

Corrigendum-2524.5 kBBOECorrigendum1stw...BOECorrigendum1stweek.pdf

Corrigendum-1524.5 kBBOECorrigendum1stw...BOECorrigendum1stweek.pdf

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BOQ Items

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Quantity-

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Amount -

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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 -

Road A

Quantity1362.95

Rate2522970

Amount 1851.11

Road B

Quantity1132.57

Rate2141361

Amount 1890.71

Road C Box culvert at Km 3/2

Quantity24.75

Rate43854

Amount 1771.91

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- III Material

Quantity-

Rate-

Amount -

Road A

Quantity556.31

Rate1079057

Amount 1939.67

Road B

Quantity444.14

Rate879072

Amount 1979.27

Picking the existing BT surface upto 50mm depth as directed by the departmental officers and levelling the surface including all labour charges for pickig and all other tools and plants employed of the work and including all other incidental charges etc., complete as per standard specifications.

Quantity-

Rate-

Amount -

Road A

Quantity550

Rate12012

Amount 21.84

Road B

Quantity187.5

Rate4095

Amount 21.84

Road D

Quantity173.25

Rate3783

Amount 21.84

Advance B.T. Patches with bituminous premix chips upto 50mm thick using standard 45mm IRC size HBG metal cum of metal premix with 44Kgs of 80/100 grade bitumen per cum of metal in accordance with the requirement of the specifications to serve as base course and in conformity with the drawing or as directed by the Engineer.

Quantity-

Rate-

Amount -

Road B

Quantity35.68

Rate131895

Amount 3696.63

Road D

Quantity16.1

Rate60263

Amount 3743.09

Providing and Laying 50mm thick Bituminous Macadam using course aggregate and VG30 bitumen which shall consist of construction in a single course base/binder course confirming to the specfication on a previously prepared base. (using Mini Hot Mix Plant and Power Roller) including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc.,complete as per clause 111,112,504,900 MORTH Rev-5 (Mix-in-place method) (For Patch Works)

Quantity-

Rate-

Amount -

Road A

Quantity80.53

Rate668645

Amount 8303.06

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 roller 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 Specification no.111,112,406,900

Quantity-

Rate-

Amount -

Road A

Quantity1622.08

Rate3358549

Amount 2070.52

Road B

Quantity1188.17

Rate2460129

Amount 2070.52

Road C Box culvert at Km 3/2

Quantity41.25

Rate85408

Amount 2070.52

Road D

Quantity55.46

Rate114831

Amount 2070.52

Prime coat 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 Specification no. 111, 112, 501,502,900- over WMM

Quantity-

Rate-

Amount -

Road A

Quantity7173.9

Rate585820

Amount 81.66

Road B

Quantity4998.31

Rate408162

Amount 81.66

Road C Box culvert at Km 3/2

Quantity165

Rate13473

Amount 81.66

Road D

Quantity519.75

Rate42442

Amount 81.66

Tack coat - 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 Specification no.111,112,501, 503,900

Quantity-

Rate-

Amount -

Road A

Quantity7173.9

Rate135084

Amount 18.83

Road B

Quantity4998.31

Rate94118

Amount 18.83

Road C Box culvert at Km 3/2

Quantity165

Rate3106

Amount 18.83

Road D

Quantity519.75

Rate9786

Amount 18.83

Tack coat - Providing and laying Tack Coat over Existing BT surface using 2 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 Specification no.111,112,501, 503,900

Quantity-

Rate-

Amount -

Road A

Quantity16954.3

Rate458952

Amount 27.07

Road B

Quantity7999.95

Rate216478

Amount 27.06

Road D

Quantity3247.5

Rate87909

Amount 27.07

Tack coat - Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 3.00 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 per Clause 503 of MORTH Rev-5 Specification no.111,112,501, 503,900

Quantity-

Rate-

Amount -

Road A

Quantity121.8

Rate2595

Amount 21.31

Road B

Quantity311.74

Rate6643

Amount 21.31

Bituminous Macadam :Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50-13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37Kgs 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 required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne 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 504 of MORTH Rev-5 Specification no.111,112,501,503,900 - Grading II

Quantity-

Rate-

Amount -

Road A

Quantity358.73

Rate3058474

Amount 8525.84

Road B

Quantity274.93

Rate2344009

Amount 8525.84

Road C Box culvert at Km 3/2

Quantity8.25

Rate70338

Amount 8525.84

Road D

Quantity25.99

Rate221586

Amount 8525.84

Bituminous Concrete (Table 500-17) 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 Specification no. 111, 112, 507, 900 complete in all respects - Grading II

Quantity-

Rate-

Amount -

Road A

Quantity727.5

Rate7885394

Amount 10839.03

Road B

Quantity399.32

Rate4328241

Amount 10839.03

Road C Box culvert at Km 3/2

Quantity4.95

Rate53653

Amount 10839.03

Road D

Quantity113.02

Rate1225027

Amount 10839.03

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 (Earth work compaction only)

Quantity-

Rate-

Amount -

Road A for Berms

Quantity2306.29

Rate61439

Amount 26.64

Road B For Berms

Quantity797

Rate21232

Amount 26.64

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 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 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. For making up of low berms with conveyance (Conveyed earth avg lead 2km)

Quantity-

Rate-

Amount -

Road D For Berms

Quantity256.5

Rate50522

Amount 196.97

Disposal of box cut earth away from the work site for average lead 2km (conveyance only)

Quantity-

Rate-

Amount -

Road A

Quantity1790.98

Rate42231

Amount 23.58

Road B

Quantity2151.26

Rate50726

Amount 23.58

Dismantling Dismantling the existing RR masonry with cement mortor / PCC / RCC / Cut Stone Slab salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORTH Specification no.111,112,202

Quantity-

Rate-

Amount -

RR Masonry

Quantity-

Rate-

Amount -

Road A Box culvert at Km 4/4

Quantity9.66

Rate2735

Amount 283.14

Road A Box culvert at Km 4/6 (I)

Quantity14.82

Rate4196

Amount 283.14

Road A Box culvert at Km 4/6 (II)

Quantity9.66

Rate2735

Amount 283.14

Road A Box culvert at Km 6/8 (I)

Quantity14.82

Rate4196

Amount 283.14

Road A Box culvert at Km 6/8 (II)

Quantity14.78

Rate4184

Amount 283.14

Road B Box culvert at Km 1/8

Quantity15.11

Rate4278

Amount 283.14

Cut Stone slab

Quantity-

Rate-

Amount -

Road B Box culvert at Km 1/8

Quantity28

Rate14362

Amount 512.93

PCC

Quantity-

Rate-

Amount -

Road B Slab culvert at Km 0/6

Quantity37.8

Rate18378

Amount 486.2

Road C Box culvert at Km 3/2

Quantity61.25

Rate29779

Amount 486.2

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 wherever necessary etc., complete as per relevant standard specification for Paver Block portion, Foundation of Retaing wall, Drain and dressing the bed up to sill level for Culverts. etc, complete as per standard specification 111,112,304

Quantity-

Rate-

Amount -

Road A Box culvert at Km 4/4

Quantity18

Rate2218

Amount 123.26

Road A Box culvert at Km 4/6 (I)

Quantity22.8

Rate2810

Amount 123.26

Road A Box culvert at Km 4/6 (II)

Quantity18

Rate2218

Amount 123.26

Road A Box culvert at Km 6/8 (I)

Quantity22.8

Rate2810

Amount 123.26

Road A Box culvert at Km 6/8 (II)

Quantity22.8

Rate2810

Amount 123.26

Road B Box culvert at Km 1/8

Quantity15

Rate1848

Amount 123.26

Road C Box culvert at Km 3/2

Quantity57.7

Rate7112

Amount 123.26

Earth work Excavation in all classes of soils except hard rock not 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, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification no 111,112,304

Quantity-

Rate-

Amount -

Road A Box culvert at Km 4/4

Quantity115.37

Rate33384

Amount 289.37

Road A Box culvert at Km 4/6 (I)

Quantity128.89

Rate37296

Amount 289.37

Road A Box culvert at Km 4/6 (II)

Quantity110.56

Rate31992

Amount 289.37

Road A Box culvert at Km 6/8 (I)

Quantity118.47

Rate34281

Amount 289.37

Road A Box culvert at Km 6/8 (II)

Quantity182.62

Rate52844

Amount 289.37

Road B Box culvert at Km 1/8

Quantity96.75

Rate27996

Amount 289.37

Road C Box culvert at Km 3/2

Quantity165.91

Rate48009

Amount 289.37

Earthwork excacation in soft distegrade rock not requiring blasting expect hardrock requiring blasting and deposting on bank with all leads and lifts as per SS20B,including cost of al labour, equipments and all incidental charges such as bailing our water,providing and maintaining necessary cofferdams, sheeting, shoring bracing and their sudsequent removal,removal of all logs, stumps, grups 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 ABUTMENTS WALLS,AND PIER FOOTINS.

Quantity-

Rate-

Amount -

Road B Slab culvert at Km 0/6

Quantity68.87

Rate26633

Amount 386.72

Vibrated Cement Concrete M15 using 40mm ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site 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 and Foundation and FOOTINGS OF PCC RETAINING WALL

Quantity-

Rate-

Amount -

Road A Box culvert at Km 4/4

Quantity17.55

Rate106963

Amount 6094.78

Road A Box culvert at Km 4/6 (I)

Quantity19.79

Rate120615

Amount 6094.78

Road A Box culvert at Km 4/6 (II)

Quantity17.01

Rate103672

Amount 6094.78

Road A Box culvert at Km 6/8 (I)

Quantity18.63

Rate113686

Amount 6102.32

Road A Box culvert at Km 6/8 (II)

Quantity25.76

Rate157195

Amount 6102.32

Road B Box culvert at Km 1/8

Quantity14.59

Rate89114

Amount 6107.89

Road C Box culvert at Km 3/2

Quantity22.55

Rate136105

Amount 6035.73

Vibrated cement concrete of grade M20 Nominal mix 1:1.5:3 using 40mm ISS size HBG 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 cobncrete, working at depths ,tool,s and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification, for ABUTMENTS, WINGS, RETAINING WALL AND RIVER TRAINING WALL FOR BELOW SILL LEVEL.

Quantity-

Rate-

Amount -

Road B Slab culvert at Km 0/6

Quantity56.23

Rate396611

Amount 7053.37

Vibrated cement concrete of grade M20 Nominal mix 1:1.5:3 using 40mm ISS size HBG 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 cobncrete, working at depths ,tool,s and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification, for ABUTMENTS, WINGS, RETAINING WALL AND RIVER TRAINING WALL FOR Above SILL LEVEL.

Quantity-

Rate-

Amount -

Road B Slab culvert at Km 0/6

Quantity55.51

Rate543221

Amount 9786.01

Vibrated reinforced cement concrete of grade 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 BED BLOCK CUM DIRT WALL OVER PIER AND ABUTMENTS.

Quantity-

Rate-

Amount -

Road B Slab culvert at Km 0/6

Quantity0.64

Rate7690

Amount 12016.77

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

Quantity-

Rate-

Amount -

Road B Slab culvert at Km 0/6

Quantity4.25

Rate467

Amount 110

Vibrated reinforced cement concrete of grade M25 design 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 Deck slab

Quantity-

Rate-

Amount -

Road B Slab culvert at Km 0/6

Quantity8.47

Rate76802

Amount 9067.57

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 -

Road A Box culvert at Km 4/4

Quantity24.95

Rate332109

Amount 13311

Road A Box culvert at Km 4/6 (I)

Quantity38.68

Rate466773

Amount 12067.56

Road A Box culvert at Km 4/6 (II)

Quantity24.95

Rate332109

Amount 13311

Road A Box culvert at Km 6/8 (I)

Quantity38.68

Rate467064

Amount 12075.09

Road A Box culvert at Km 6/8 (II)

Quantity38.68

Rate467064

Amount 12075.09

Road B Box culvert at Km 1/8

Quantity20.79

Rate277670

Amount 13355.98

Road C Box culvert at Km 3/2

Quantity132.48

Rate1452906

Amount 10966.99

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 -

Road A Box culvert at Km 4/4

Quantity1.82

Rate173913

Amount 95609.27

Road A Box culvert at Km 4/6 (I)

Quantity2.2

Rate210244

Amount 95609.27

Road A Box culvert at Km 4/6 (II)

Quantity1.82

Rate173913

Amount 95609.27

Road A Box culvert at Km 6/8 (I)

Quantity2.2

Rate210244

Amount 95609.27

Road A Box culvert at Km 6/8 (II)

Quantity2.2

Rate210244

Amount 95609.27

Road B Box culvert at Km 1/8

Quantity1.52

Rate145326

Amount 95609.27

Road B Slab culvert at Km 0/6

Quantity0.84

Rate80311

Amount 95609.27

Road C Box culvert at Km 3/2

Quantity13.33

Rate1274758

Amount 95609.27

Providing and fixing of G.I. Drainage spouts 100mm dia as per MOST drawing No.SD/205 with grating arrangements at top as shown in the drawing including cost and conveyance of GI pipes and flats and fixing them in position etc., complete

Quantity-

Rate-

Amount -

Road C Box culvert at Km 3/2

Quantity6

Rate14988

Amount 2498.1

Vibrated Cement Concrete M30 Grade (Design mix) Using IRC size hard granite metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges for laying compacting curing, including all incidental charges etc., complete standard specification 1000,1500,1600,1700,2702 & 900 for WEARING COAT 75MM uniform thickness OVER DECK SLAB AND APPROACH SLAB

Quantity-

Rate-

Amount -

Road B Slab culvert at Km 0/6

Quantity14.08

Rate9015

Amount 640.29

Road C Box culvert at Km 3/2

Quantity97.73

Rate61505

Amount 629.34

Vibrated Cement Concrete M20 Nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost and formwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete for for Wings walls, & parapet wall.. as per MORTH Specification no. 111,112,1000, 1500, 1700,2200,900

Quantity-

Rate-

Amount -

Road A Box culvert at Km 4/4

Quantity108.17

Rate842235

Amount 7786.22

Road A Box culvert at Km 4/6 (I)

Quantity117.17

Rate912311

Amount 7786.22

Road A Box culvert at Km 4/6 (II)

Quantity103.01

Rate802979

Amount 7795.16

Road A Box culvert at Km 6/8 (I)

Quantity105.64

Rate825221

Amount 7811.64

Road A Box culvert at Km 6/8 (II)

Quantity176.58

Rate1366746

Amount 7740.1

Road B Box culvert at Km 1/8

Quantity90.97

Rate712758

Amount 7835.09

Road C Box culvert at Km 3/2

Quantity51.55

Rate441205

Amount 8558.78

Earthwork excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains inaccordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer. Formation of embankment using carted earth with a lead of 2 km. for Diversion Road

Quantity-

Rate-

Amount -

Road C Box culvert at Km 3/2

Quantity180

Rate35454

Amount 196.97

Providing and fixing 110mm dia PVC Seepage pipes (working pressure 4Kg/1sq.cm) of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications as per MORTH specification no.2700, 900

Quantity-

Rate-

Amount -

Road B Slab culvert at Km 0/6

Quantity18.8

Rate4100

Amount 218.1

Providing and fixing PVC EXPANSION JOINT 20mm thick confiriming to specification between deck slabs and dirt wall over abutment and in between decks and dirt wall including cost and conveyance of expansion joints to site including cost of testing as per MORT&H specification, including charges for fixing in all respect etc., Complete.

Quantity-

Rate-

Amount -

Road B Slab culvert at Km 0/6

Quantity5

Rate3267

Amount 653.4

Gravel filling behind Abutments and Wings with clean good gritty gravel including cost and conveyance to site including labour charges for filling in layers, watering, tamping under OMC to get the maximum density, all incidental charges etc., complete

Quantity-

Rate-

Amount -

Road B Slab culvert at Km 0/6

Quantity11.85

Rate3234

Amount 272.92

Providing filter media behind the abutments and wings for 600mm thickness using filter materials as per appendix - 6 of IRC 78 - 2014 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all other incidental charges etc., complete.

Quantity-

Rate-

Amount -

Road B Slab culvert at Km 0/6

Quantity3.6

Rate5078

Amount 1410.7

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

Rate-

Amount 50477836

Add GST at 18%

Quantity1

Rate-

Amount 9086010

Total Value put to Tender

Quantity1

Rate-

Amount 59563846

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-

Rate50477836

Amount -

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

Quantity-

Rate-

Amount -

Evaluation Notes How It Works ?

Partners

Payment Type

Bank Certification Amount

Bank Guarantee Amount

Additional Info 1

Additional Info 2

Additional Info 3

Additional Info 4

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