Highways Department Tender

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Highways Department Tender

Civil Works Roads

Eprocure

Tirunelveli, Tamil Nadu

Opening Date28 Aug 2020

Closing Date21 Sep 2020

Tender Amount₹ 6,27,87,000

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Costs

EMD
₹ 3,25,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Package 47 Widening Impts Impts To Riding Quality Construction And Reconstruction Of Culvert Cc Pavement To Government Roads In Radhapuram H Candm Sub Division Including Upkeeping For A Period Of 60 Months

Description

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Contact

Tender Id
2020_HWAY_167766_2
Bid Award Id
View
Tender No
TN No 5 2020 21 HDO dated 02 06 2020
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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Documents

Tender Notice-2317.7 kBNotice9Engilish.pd...Notice9Engilish.pdf

Notice

Tender Notice-1207.6 kBTendernotice_1.pdf

Tendernotice

BOQ-1669.2 kBBOQ_213056.xls

BOQ

Document-21.4 MBPriceBid_20-21.pdf

Pricebid

Document-1604.0 kBPQ-2020-21.pdf

PQ

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

Road A

Quantity10.5

Rate-

Amount 1283.93

Road E

Quantity885.5

Rate-

Amount 1283.93

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 ) - for grading-III Material

Quantity-

Rate-

Amount -

Road E

Quantity487.02

Rate-

Amount 1372.37

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 and deposting the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed of the work and including all other incidental charges etc., complete as per standard specifications as per MORTH Rev. V Clause No. 111, 112, 202

Quantity-

Rate-

Amount -

Road A

Quantity4651.27

Rate-

Amount 15.31

Road B

Quantity2800

Rate-

Amount 15.31

Road C

Quantity270.67

Rate-

Amount 15.31

Road D

Quantity256.67

Rate-

Amount 15.31

Road E

Quantity3147.5

Rate-

Amount 15.31

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) as per MORTH Rev. V Clause No. 111, 112, 406 & 900.

Quantity-

Rate-

Amount -

Road A

Quantity1743.07

Rate-

Amount 1628.11

Road B

Quantity945

Rate-

Amount 1628.11

Road C

Quantity121.8

Rate-

Amount 1628.11

Road D

Quantity115.5

Rate-

Amount 1628.11

Road E

Quantity2754.99

Rate-

Amount 1628.11

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) - over WMM/ WBM as per MORTH Rev. V Clause No. 111, 112,501,502 &900 .

Quantity-

Rate-

Amount -

Road A

Quantity13953.8

Rate-

Amount 51.31

Road B

Quantity6300

Rate-

Amount 51.32

Road C

Quantity812

Rate-

Amount 51.32

Road D

Quantity770

Rate-

Amount 51.32

Road E

Quantity13915

Rate-

Amount 51.33

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 - over granular surfaces treated with primer as per MORTH Rev. V Clause No. 111, 112,501, 503 & 900.

Quantity-

Rate-

Amount -

Road A

Quantity13953.8

Rate-

Amount 10.97

Road B

Quantity6300

Rate-

Amount 10.97

Road C

Quantity812

Rate-

Amount 10.97

Road D

Quantity770

Rate-

Amount 10.97

Road E

Quantity13915

Rate-

Amount 10.97

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 on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over bituminous surfaces as per MORTH Rev. V Clause No. 111, 112, 503 & 900.

Quantity-

Rate-

Amount -

Road C

Quantity20188

Rate-

Amount 17.14

Road B

Quantity1400

Rate-

Amount 17.14

Road D

Quantity14630

Rate-

Amount 17.14

Bituminous Macadam (Providing and laying 50mm bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), 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 directed by the Engineeper clause 504) - as per MORTH Rev. V Clause No. 111, 112, 501, 504 & 900.

Quantity-

Rate-

Amount -

Road B

Quantity385

Rate-

Amount 5489.82

Road C

Quantity210

Rate-

Amount 5489.82

Road D

Quantity140

Rate-

Amount 5489.82

Road E

Quantity695.75

Rate-

Amount 5489.82

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 30) 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 MORTH Rev. V Clause No. 111, 112, 501, 502, 503, 505 & 900. 50 mm thick

Quantity-

Rate-

Amount -

Road A

Quantity837.23

Rate-

Amount 6403.32

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-30) 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, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II as per MORTH Rev. V Clause No. 111, 112, 501, 507 & 900.

Quantity-

Rate-

Amount -

Road A

Quantity558.15

Rate-

Amount 6868.2

Road B

Quantity231

Rate-

Amount 6868.2

Road C

Quantity630

Rate-

Amount 6868.2

Road D

Quantity462

Rate-

Amount 6868.2

Road E

Quantity417.45

Rate-

Amount 6868.2

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. a. Formation of embankment using side Earth including compaction by Power Roller.

Quantity-

Rate-

Amount -

Road A

Quantity976.7

Rate-

Amount 103.7

Road B

Quantity378

Rate-

Amount 103.7

Road C

Quantity600

Rate-

Amount 103.7

Road D

Quantity440

Rate-

Amount 103.7

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. a. Formation of embankment using Excavated Earth including compaction by Power Roller.

Quantity-

Rate-

Amount -

Road E

Quantity1103.4

Rate-

Amount 29.3

Providing RCC M15 grade Precast KM Stones of standard design as per IRC 8-1980 and fixing in position including painting and printing etc. complete.

Quantity-

Rate-

Amount -

Road A

Quantity2

Rate-

Amount 808

Road B

Quantity1

Rate-

Amount 808

Road C

Quantity3

Rate-

Amount 808

Road D

Quantity2

Rate-

Amount 808

Road E

Quantity3

Rate-

Amount 808

Providing RCC M15 grade Precast HM Stones of standard design as per IRC 8-1980 and fixing in position including painting and printing etc. complete.

Quantity-

Rate-

Amount -

Road A

Quantity9

Rate-

Amount 228

Road B

Quantity6

Rate-

Amount 228

Road C

Quantity12

Rate-

Amount 228

Road D

Quantity9

Rate-

Amount 228

Road E

Quantity12

Rate-

Amount 228

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

Quantity-

Rate-

Amount -

Road C

Quantity290.22

Rate-

Amount 841

Road D

Quantity290.52

Rate-

Amount 841

Filling quarry dust from approved quarry including cost and conveyance of quarry dust and labour charges for filling the quarry dust etc., complete.

Quantity-

Rate-

Amount -

Road B

Quantity63

Rate-

Amount 156.54

Road E

Quantity53.94

Rate-

Amount 213.66

Road F

Quantity65.52

Rate-

Amount 156.54

Providing colour designed concrete paver block floor finish used with concrete block of 80 mm which has a compressive strength of 16.00 Mt/sqm. The rate including the cost concrete concrete block loading and conveyance to site and cost of labour for fixing in position the joints should be filled with sand including compacting by using power compactor etc.,complete complying with standard specification and also the rate including the labour charges for clearing the heavy and scrub,jungle,levelling the sites, diversion of water and sanitary pipe lines,dismantling the existing masonry structures etc.,complete complying as directed by the departmental officers.

Quantity-

Rate-

Amount -

Road B

Quantity2100

Rate-

Amount 825.84

Vibrated Cement concrete M20 Nominal mix 1:1.5:3 using 40 mm ISS HBG Metal including cost and conveyance of all materials to site including cost and labour charges for form work and centering, labour charges for laying, compacting, curing and all other incidental charges etc., complete for as per standard specifications for Protective wall

Quantity-

Rate-

Amount -

Road B

Quantity90

Rate-

Amount 5758.58

Dismantling Culvert and other structures Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc., as per MORTH Rev, V Clause No.111, 112 & 202. a) Dismantling existing RR Masonry.

Quantity-

Rate-

Amount -

Road A

Quantity13.1

Rate-

Amount 193

Road E

Quantity5.5

Rate-

Amount 193

Dismantling Culvert and other structures Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc., as per MORTH Rev, V Clause No.111, 112 & 202. a) Dismantling existing PCC Masonry.

Quantity-

Rate-

Amount -

Road F

Quantity1092

Rate-

Amount 332

Dismantling Culvert and other structures Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc., as per MORTH Rev, V Clause No.111, 112 & 202. a) Dismantling existing CUTSTONE slab.

Quantity-

Rate-

Amount -

Road E

Quantity13.2

Rate-

Amount 350

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 tool and equipments and all other incidental charges such as baling our water,sheeting, shoring, bracing and their subsequent removal, removal and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., indicated by the Engineer as per Dressing the Bed upto sill .MORTH Rev. V Clause No. 111, 112, 202, 301 to 305, 900

Quantity-

Rate-

Amount -

Road A

Quantity62.98

Rate-

Amount 84

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 tool and equipments and all other incidental charges such as baling our water,sheeting, shoring, bracing and their subsequent removal, removal and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., indicated by the Engineer as per FOUNDATION. MORTH Rev. V Clause No. 111, 112, 202, 301 to 305, 900

Quantity-

Rate-

Amount -

Road A

Quantity174.74

Rate-

Amount 126

Road E

Quantity66.8

Rate-

Amount 126

Cement Concrete of Grade M10 1:3:6 Nominal Mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but including cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for Levelling Course MORTH Rev. V Clause No. 1000,1500, 1700,2100,2104

Quantity-

Rate-

Amount -

Road A

Quantity12.94

Rate-

Amount 4250.63

Road F

Quantity226.2

Rate-

Amount 4334.87

Cement concrete Nominal mix 1:2:4 using 40 mm ISS HBG Metal including cost and conveyance of all materials to site including cost and labour charges for form work and centering, labour charges for laying, compacting, curing and all other incidental charges etc., complete for as per standard specifications for Foundation

Quantity-

Rate-

Amount -

Road E

Quantity13.72

Rate-

Amount 5160.02

Vibrated Cement Concrete of Grade M15 1:2:4 Nominal Mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but including cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for Body wall (Below sill level).

Quantity-

Rate-

Amount -

Road E

Quantity35.72

Rate-

Amount 5604.42

Vibrated Cement Concrete of Grade M15 1:2:4 Nominal Mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but including cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for Body wall (Above sill level).

Quantity-

Rate-

Amount -

Road E

Quantity22.09

Rate-

Amount 5604.42

Vibrated Cement Concrete of Grade M20 1:1:5:3 Nominal Mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but including cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for Body wall (Below sill level).

Quantity-

Rate-

Amount -

Road A

Quantity116.24

Rate-

Amount 5760.59

Road F

Quantity452.4

Rate-

Amount 5153.14

Vibrated Cement Concrete of Grade M20 1:1:5:3 Nominal mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but including cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for Body wall (Above sill level).

Quantity-

Rate-

Amount -

Road A

Quantity43.02

Rate-

Amount 7040.82

Vibrated Reinforced Cement Concrete of Grade M30 Design mix using 20mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost and fabrication of steel, including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for DIRT WALL CUM BED BLOCK.MORTH Rev. V Clause No. 1000,1500, 1700,2100,2200

Quantity-

Rate-

Amount -

Road A

Quantity7.08

Rate-

Amount 14713.88

Supply and fabrication of Fe-500 steel required for all RCC items of works involved in the schedule and cost of TOR steel conforming to IS:1786 at site, including fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, including overlapping to the required length wherever 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 incidential charges etc., complete as per standard specifications Slab culvert. Fe-500 Grade as per MORTH Rev. V Clause No. 100,1000,1600

Quantity-

Rate-

Amount -

Road A

Quantity3.34

Rate-

Amount 73382.79

Vibrated Reinforced Cement Concrete of Grade M30 Design mix using 20mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost and fabrication of steel, including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for DECK SLAB. MORTH Rev. V Clause No. 1000,1500, 1700,2100,2200

Quantity-

Rate-

Amount -

Road A

Quantity32.64

Rate-

Amount 8945.86

Providing and Fixing PVC Seepage pipes of 110mm dia of required lengths for abutments wings and Retaining walls including cost and conveyance of all materials to worksite and labour charges for fixing, etc. complete to drain the backfill as per standard specification MORTH 2700,2705,2706

Quantity-

Rate-

Amount -

Road A

Quantity56

Rate-

Amount 172.8

Providing and Fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to work site labour for fixing the same in correct position and all other incidental charges etc., complete as per MORTH Rev. V Clause No. 2600.

Quantity-

Rate-

Amount -

Road A

Quantity10.68

Rate-

Amount 100

Providing Bituminous pad for Expansion Joint 20mm thick in between deck slab and back wall in the entire width of deck slab including cost and coneyance of the same to worksite, labour for fixing in position and all labour charges etc., complete.

Quantity-

Rate-

Amount -

Road A

Quantity13.8

Rate-

Amount 705

Vibrated Cement Concrete of M30 Grade design mix using ISS graded hard granite broken metal including cost and conveyance of all materials to site including cost of cement at site, cost of formwork, soft water, labour charges for mixing, transporting, laying and curing of concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for wearing coat of 75mm uniform thickness over deck slab . MORTH Rev. V Clause No. 1000,1500, 1700,2100,2200

Quantity-

Rate-

Amount -

Road A

Quantity69.76

Rate-

Amount 513.28

Road F

Quantity2184

Rate-

Amount 529.33

Supplying and Fixing of RCC Guide Post of size 0.20 x 0.20 x 1.20m using vibrated RCC 1:2:4 mix using 20mm iss HBG metal and fixing 0.50m below GL and side packing with cc 1:2:4 using 40mm HBG metal inclding cost and conveyance of all materials to site , inclduing moulding and fixing charges and all other incidental charges etc. Complete.

Quantity-

Rate-

Amount -

Road F

Quantity52

Rate-

Amount 1477.89

Providing Filter Media behind the abutments and wings for 600mm thickness using filter materials confirming to Cl. 309.3.2B of MOST well packed with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to worksite including all other incidental charges etc., complete. MORTH Rev. V Clause No. 1000,1500, 1700,2100,2200

Quantity-

Rate-

Amount -

Road A

Quantity28.71

Rate-

Amount 1022.63

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 for FILLING BEHIND THE ABUTMENTS AND WINGS.

Quantity-

Rate-

Amount -

Road A

Quantity73.61

Rate-

Amount 235.5

Vibrated Cement Concrete M15 (Nominal Mix 1:2:4) using 40mm ISS metal including cost and conveyance of all materials to site and 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 incidental Charges such as maintaining of protective bund, cofferdams, shoring, strutting etc.,complete as per relevant standard specification for PCC Parapet Over Wings

Quantity-

Rate-

Amount -

Road A

Quantity7.22

Rate-

Amount 8520.39

Providing and fixing of GI drainage spouts 100mm dia as per GOI drawig SD / 205th grating arrangements at top as shown in the drawing and 100mm dia drainage spouts projecting atleast 300mm beyond the bottom of Deck slab as shown in the drawing including cost and conveyance of Galvanized Iron pipes and flats and fixing them in position etc., complete. MORTH 2705

Quantity-

Rate-

Amount -

Road A

Quantity2

Rate-

Amount 2163

Vibrated Reinforced Cement Concrete of Grade M40 Design mix using 20mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost and fabrication of steel, including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for Crash Barrier MORTH Rev. V Clause No. 1000,1500, 1700,2100,2200

Quantity-

Rate-

Amount -

Road A

Quantity3.34

Rate-

Amount 13008.02

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 tool and equipments and all other incidental charges such as baling our water,sheeting, shoring, bracing and their subsequent removal, removal 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 DIVERSION ROAD.

Quantity-

Rate-

Amount -

Road A

Quantity225

Rate-

Amount 84

Providing and laying and Compacting Well gravel including cost and conveyance to work site laying handling charges for filling in layers, rolling including watering with all leads for water and all other incidental charges etc., complete for Diversion road

Quantity-

Rate-

Amount -

Road A

Quantity112.5

Rate-

Amount 166.69

Supply and fixing of NP4 Class RCC 1000mm dia pipes supplied by the contractor at his own cost specified below confirming to IS 458/2003 cost of pipes as a finished work including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete for culvert as per MORTH Rev. V Clause No. 111, 112,900,2600,2900

Quantity-

Rate-

Amount -

Road E

Quantity40

Rate-

Amount 3938

Supply and fixing of NP3 Class RCC 900mm dia pipes supplied by the contractor at his own cost specified below confirming to IS 458/2003 cost of pipes as a finished work including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete for culvert as per MORTH Rev. V Clause No. 111, 112,900,2600,2900

Quantity-

Rate-

Amount -

Road A

Quantity15

Rate-

Amount 3506

SUB - ESTIMATE - Upkeeping for a 60 months

Quantity-

Rate-

Amount -

Clearing the Light jungles including weeding out shrubs, bushes, vegetable growth, etc. as per specifications & directions of Engineer-in-charge

Quantity-

Rate-

Amount -

I Year

Quantity-

Rate-

Amount -

Road A

Quantity3520

Rate-

Amount 4.4

Road B

Quantity2000

Rate-

Amount 4.4

Road C

Quantity5200

Rate-

Amount 4.4

Road D

Quantity3600

Rate-

Amount 4.4

Road E

Quantity4880

Rate-

Amount 4.4

Road F

Quantity312

Rate-

Amount 4.4

II Year

Quantity-

Rate-

Amount -

Road A

Quantity3520

Rate-

Amount 4.4

Road B

Quantity2000

Rate-

Amount 4.4

Road C

Quantity5200

Rate-

Amount 4.4

Road D

Quantity3600

Rate-

Amount 4.4

Road E

Quantity4880

Rate-

Amount 4.4

Road F

Quantity312

Rate-

Amount 4.4

III Year

Quantity-

Rate-

Amount -

Road A

Quantity3520

Rate-

Amount 4.4

Road B

Quantity2000

Rate-

Amount 4.4

Road C

Quantity5200

Rate-

Amount 4.4

Road D

Quantity3600

Rate-

Amount 4.4

Road E

Quantity4880

Rate-

Amount 4.4

Road F

Quantity312

Rate-

Amount 4.4

IV Year

Quantity-

Rate-

Amount -

Road A

Quantity3520

Rate-

Amount 4.4

Road B

Quantity2000

Rate-

Amount 4.4

Road C

Quantity5200

Rate-

Amount 4.4

Road D

Quantity3600

Rate-

Amount 4.4

Road E

Quantity4880

Rate-

Amount 4.4

Road F

Quantity312

Rate-

Amount 4.4

V Year

Quantity-

Rate-

Amount -

Road A

Quantity3520

Rate-

Amount 4.4

Road B

Quantity2000

Rate-

Amount 4.4

Road C

Quantity5200

Rate-

Amount 4.4

Road D

Quantity3600

Rate-

Amount 4.4

Road E

Quantity4880

Rate-

Amount 4.4

Road F

Quantity312

Rate-

Amount 4.4

Forming and raising the Berms with side earth with side earth with a lead of 1 km from the approved source to work site including cost of earth, conveyance charges and filling levelling to the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for making up the berms (Yearly two times) as directed by the dept. officers (during South west & North east monsoon) as per MORT&H Rev. V specifications No. 100, 111, 112, 202, 301, to 305, 900

Quantity-

Rate-

Amount -

I Year

Quantity-

Rate-

Amount -

Road A

Quantity60

Rate-

Amount 103.7

Road B

Quantity42

Rate-

Amount 103.7

Road C

Quantity90

Rate-

Amount 103.7

Road D

Quantity190

Rate-

Amount 103.7

Road E

Quantity248

Rate-

Amount 103.7

II Year

Quantity-

Rate-

Amount -

Road A

Quantity60

Rate-

Amount 103.7

Road B

Quantity42

Rate-

Amount 103.7

Road C

Quantity90

Rate-

Amount 103.7

Road D

Quantity190

Rate-

Amount 103.7

Road E

Quantity248

Rate-

Amount 103.7

III Year

Quantity-

Rate-

Amount -

Road A

Quantity60

Rate-

Amount 103.7

Road B

Quantity42

Rate-

Amount 103.7

Road C

Quantity90

Rate-

Amount 103.7

Road D

Quantity190

Rate-

Amount 103.7

Road E

Quantity248

Rate-

Amount 103.7

IV Year

Quantity-

Rate-

Amount -

Road A

Quantity60

Rate-

Amount 103.7

Road B

Quantity42

Rate-

Amount 103.7

Road C

Quantity90

Rate-

Amount 103.7

Road D

Quantity190

Rate-

Amount 103.7

Road E

Quantity248

Rate-

Amount 103.7

V Year

Quantity-

Rate-

Amount -

Road A

Quantity60

Rate-

Amount 103.7

Road B

Quantity42

Rate-

Amount 103.7

Road C

Quantity90

Rate-

Amount 103.7

Road D

Quantity190

Rate-

Amount 103.7

Road E

Quantity248

Rate-

Amount 103.7

Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines , grades and cross sections shown in the drawings or as indicated by the Engineer for Clearing the vent way of CD works as per MORT&H Rev. V specifications No. 100, 111, 112, 301 to 305.

Quantity-

Rate-

Amount -

I Year

Quantity-

Rate-

Amount -

Road A

Quantity8

Rate-

Amount 700

Road C

Quantity4

Rate-

Amount 700

Road E

Quantity4

Rate-

Amount 700

II Year

Quantity-

Rate-

Amount -

Road A

Quantity8

Rate-

Amount 700

Road C

Quantity4

Rate-

Amount 700

Road E

Quantity4

Rate-

Amount 700

III Year

Quantity-

Rate-

Amount -

Road A

Quantity8

Rate-

Amount 700

Road C

Quantity4

Rate-

Amount 700

Road E

Quantity4

Rate-

Amount 700

IV Year

Quantity-

Rate-

Amount -

Road A

Quantity8

Rate-

Amount 700

Road C

Quantity4

Rate-

Amount 700

Road E

Quantity4

Rate-

Amount 700

V Year

Quantity-

Rate-

Amount -

Road A

Quantity8

Rate-

Amount 700

Road C

Quantity4

Rate-

Amount 700

Road E

Quantity4

Rate-

Amount 700

Painting the existing KM stone as per IRC standard including the cost of labour charges and Materials etc., complete

Quantity-

Rate-

Amount -

I Year

Quantity-

Rate-

Amount -

Road A

Quantity2

Rate-

Amount 90.2

Road B

Quantity2

Rate-

Amount 90.2

Road C

Quantity4

Rate-

Amount 90.2

Road D

Quantity2

Rate-

Amount 90.2

Road E

Quantity3

Rate-

Amount 90.2

II Year

Quantity-

Rate-

Amount -

Road A

Quantity2

Rate-

Amount 90.2

Road B

Quantity2

Rate-

Amount 90.2

Road C

Quantity4

Rate-

Amount 90.2

Road D

Quantity2

Rate-

Amount 90.2

Road E

Quantity3

Rate-

Amount 90.2

III Year

Quantity-

Rate-

Amount -

Road A

Quantity2

Rate-

Amount 90.2

Road B

Quantity2

Rate-

Amount 90.2

Road C

Quantity4

Rate-

Amount 90.2

Road D

Quantity2

Rate-

Amount 90.2

Road E

Quantity3

Rate-

Amount 90.2

IV Year

Quantity-

Rate-

Amount -

Road A

Quantity2

Rate-

Amount 90.2

Road B

Quantity2

Rate-

Amount 90.2

Road C

Quantity4

Rate-

Amount 90.2

Road D

Quantity2

Rate-

Amount 90.2

Road E

Quantity3

Rate-

Amount 90.2

V Year

Quantity-

Rate-

Amount -

Road A

Quantity2

Rate-

Amount 90.2

Road B

Quantity2

Rate-

Amount 90.2

Road C

Quantity4

Rate-

Amount 90.2

Road D

Quantity2

Rate-

Amount 90.2

Road E

Quantity3

Rate-

Amount 90.2

Painting the existing HM stone as per IRC standard including the cost of labour charges and Materials etc., complete

Quantity-

Rate-

Amount -

I Year

Quantity-

Rate-

Amount -

Road A

Quantity12

Rate-

Amount 18.48

Road B

Quantity6

Rate-

Amount 18.48

Road C

Quantity12

Rate-

Amount 18.48

Road D

Quantity9

Rate-

Amount 18.48

Road E

Quantity12

Rate-

Amount 18.48

II Year

Quantity-

Rate-

Amount -

Road A

Quantity12

Rate-

Amount 18.48

Road B

Quantity6

Rate-

Amount 18.48

Road C

Quantity12

Rate-

Amount 18.48

Road D

Quantity9

Rate-

Amount 18.48

Road E

Quantity12

Rate-

Amount 18.48

III Year

Quantity-

Rate-

Amount -

Road A

Quantity12

Rate-

Amount 18.48

Road B

Quantity6

Rate-

Amount 18.48

Road C

Quantity12

Rate-

Amount 18.48

Road D

Quantity9

Rate-

Amount 18.48

Road E

Quantity12

Rate-

Amount 18.48

IV Year

Quantity-

Rate-

Amount -

Road A

Quantity12

Rate-

Amount 18.48

Road B

Quantity6

Rate-

Amount 18.48

Road C

Quantity12

Rate-

Amount 18.48

Road D

Quantity9

Rate-

Amount 18.48

Road E

Quantity12

Rate-

Amount 18.48

V Year

Quantity-

Rate-

Amount -

Road A

Quantity12

Rate-

Amount 18.48

Road B

Quantity6

Rate-

Amount 18.48

Road C

Quantity12

Rate-

Amount 18.48

Road D

Quantity9

Rate-

Amount 18.48

Road E

Quantity12

Rate-

Amount 18.48

Lettering the existing KM stone as per IRC standard including the cost of labour charges and Materials etc., complete.,

Quantity-

Rate-

Amount -

I Year

Quantity-

Rate-

Amount -

Road A

Quantity2

Rate-

Amount 10.65

Road B

Quantity2

Rate-

Amount 10.65

Road C

Quantity4

Rate-

Amount 10.65

Road D

Quantity2

Rate-

Amount 10.65

Road E

Quantity3

Rate-

Amount 10.65

II Year

Quantity-

Rate-

Amount -

Road A

Quantity2

Rate-

Amount 10.65

Road B

Quantity2

Rate-

Amount 10.65

Road C

Quantity4

Rate-

Amount 10.65

Road D

Quantity2

Rate-

Amount 10.65

Road E

Quantity3

Rate-

Amount 10.65

III Year

Quantity-

Rate-

Amount -

Road A

Quantity2

Rate-

Amount 10.65

Road B

Quantity2

Rate-

Amount 10.65

Road C

Quantity4

Rate-

Amount 10.65

Road D

Quantity2

Rate-

Amount 10.65

Road E

Quantity3

Rate-

Amount 10.65

IV Year

Quantity-

Rate-

Amount -

Road A

Quantity2

Rate-

Amount 10.65

Road B

Quantity2

Rate-

Amount 10.65

Road C

Quantity4

Rate-

Amount 10.65

Road D

Quantity2

Rate-

Amount 10.65

Road E

Quantity3

Rate-

Amount 10.65

V Year

Quantity-

Rate-

Amount -

Road A

Quantity2

Rate-

Amount 10.65

Road B

Quantity2

Rate-

Amount 10.65

Road C

Quantity4

Rate-

Amount 10.65

Road D

Quantity2

Rate-

Amount 10.65

Road E

Quantity3

Rate-

Amount 10.65

Lettering the existing HM stone as per IRC standard including the cost of labour charges and Materials etc., complete.,

Quantity-

Rate-

Amount -

I Year

Quantity-

Rate-

Amount -

Road A

Quantity12

Rate-

Amount 7.07

Road B

Quantity6

Rate-

Amount 7.07

Road C

Quantity12

Rate-

Amount 7.07

Road D

Quantity9

Rate-

Amount 7.07

Road E

Quantity12

Rate-

Amount 7.07

II Year

Quantity-

Rate-

Amount -

Road A

Quantity12

Rate-

Amount 7.07

Road B

Quantity6

Rate-

Amount 7.07

Road C

Quantity12

Rate-

Amount 7.07

Road D

Quantity9

Rate-

Amount 7.07

Road E

Quantity12

Rate-

Amount 7.07

III Year

Quantity-

Rate-

Amount -

Road A

Quantity12

Rate-

Amount 7.07

Road B

Quantity6

Rate-

Amount 7.07

Road C

Quantity12

Rate-

Amount 7.07

Road D

Quantity9

Rate-

Amount 7.07

Road E

Quantity12

Rate-

Amount 7.07

IV Year

Quantity-

Rate-

Amount -

Road A

Quantity12

Rate-

Amount 7.07

Road B

Quantity6

Rate-

Amount 7.07

Road C

Quantity12

Rate-

Amount 7.07

Road D

Quantity9

Rate-

Amount 7.07

Road E

Quantity12

Rate-

Amount 7.07

V Year

Quantity-

Rate-

Amount -

Road A

Quantity12

Rate-

Amount 7.07

Road B

Quantity6

Rate-

Amount 7.07

Road C

Quantity12

Rate-

Amount 7.07

Road D

Quantity9

Rate-

Amount 7.07

Road E

Quantity12

Rate-

Amount 7.07

Numbering of avenues including cutting of space for numbering including cost of Materials and Labour charges etc., complete

Quantity-

Rate-

Amount -

I Year

Quantity-

Rate-

Amount -

Road A

Quantity42

Rate-

Amount 7.07

Road B

Quantity34

Rate-

Amount 7.07

Road C

Quantity38

Rate-

Amount 7.07

Road D

Quantity58

Rate-

Amount 7.07

Road E

Quantity20

Rate-

Amount 7.07

Road F

Quantity3

Rate-

Amount 7.07

II Year

Quantity-

Rate-

Amount -

Road A

Quantity42

Rate-

Amount 7.07

Road B

Quantity34

Rate-

Amount 7.07

Road C

Quantity38

Rate-

Amount 7.07

Road D

Quantity58

Rate-

Amount 7.07

Road E

Quantity20

Rate-

Amount 7.07

Road F

Quantity3

Rate-

Amount 7.07

III Year

Quantity-

Rate-

Amount -

Road A

Quantity42

Rate-

Amount 7.07

Road B

Quantity34

Rate-

Amount 7.07

Road C

Quantity38

Rate-

Amount 7.07

Road D

Quantity58

Rate-

Amount 7.07

Road E

Quantity20

Rate-

Amount 7.07

Road F

Quantity3

Rate-

Amount 7.07

IV Year

Quantity-

Rate-

Amount -

Road A

Quantity42

Rate-

Amount 7.07

Road B

Quantity34

Rate-

Amount 7.07

Road C

Quantity38

Rate-

Amount 7.07

Road D

Quantity58

Rate-

Amount 7.07

Road E

Quantity20

Rate-

Amount 7.07

Road F

Quantity3

Rate-

Amount 7.07

V Year

Quantity-

Rate-

Amount -

Road A

Quantity42

Rate-

Amount 7.07

Road B

Quantity34

Rate-

Amount 7.07

Road C

Quantity38

Rate-

Amount 7.07

Road D

Quantity58

Rate-

Amount 7.07

Road E

Quantity20

Rate-

Amount 7.07

Road F

Quantity3

Rate-

Amount 7.07

White washing over the existing Culverts, parapets, avenues and Guide post including cost of Materials and Labour charges etc., complete

Quantity-

Rate-

Amount -

I Year

Quantity-

Rate-

Amount -

Road A

Quantity70.35

Rate-

Amount 26.1

Road B

Quantity21.1

Rate-

Amount 26.1

Road C

Quantity46.65

Rate-

Amount 26.1

Road D

Quantity29.64

Rate-

Amount 26.1

Road E

Quantity41.96

Rate-

Amount 26.1

Road F

Quantity2.17

Rate-

Amount 26.1

II Year

Quantity-

Rate-

Amount -

Road A

Quantity70.35

Rate-

Amount 26.1

Road B

Quantity21.1

Rate-

Amount 26.1

Road C

Quantity46.65

Rate-

Amount 26.1

Road D

Quantity29.64

Rate-

Amount 26.1

Road E

Quantity41.96

Rate-

Amount 26.1

Road F

Quantity2.17

Rate-

Amount 26.1

III Year

Quantity-

Rate-

Amount -

Road A

Quantity70.35

Rate-

Amount 26.1

Road B

Quantity21.1

Rate-

Amount 26.1

Road C

Quantity46.65

Rate-

Amount 26.1

Road D

Quantity29.64

Rate-

Amount 26.1

Road E

Quantity41.96

Rate-

Amount 26.1

Road F

Quantity2.17

Rate-

Amount 26.1

IV Year

Quantity-

Rate-

Amount -

Road A

Quantity70.35

Rate-

Amount 26.1

Road B

Quantity21.1

Rate-

Amount 26.1

Road C

Quantity46.65

Rate-

Amount 26.1

Road D

Quantity29.64

Rate-

Amount 26.1

Road E

Quantity41.96

Rate-

Amount 26.1

Road F

Quantity2.17

Rate-

Amount 26.1

V Year

Quantity-

Rate-

Amount -

Road A

Quantity70.35

Rate-

Amount 26.1

Road B

Quantity21.1

Rate-

Amount 26.1

Road C

Quantity46.65

Rate-

Amount 26.1

Road D

Quantity29.64

Rate-

Amount 26.1

Road E

Quantity41.96

Rate-

Amount 26.1

Road F

Quantity2.17

Rate-

Amount 26.1

Black banding over the existing Culverts, parapets, avenues and Guide post including cost of Materials and Labour charges etc., complete

Quantity-

Rate-

Amount -

I Year

Quantity-

Rate-

Amount -

Road A

Quantity13.18

Rate-

Amount 97.08

Road B

Quantity10.29

Rate-

Amount 97.08

Road C

Quantity12.46

Rate-

Amount 97.08

Road D

Quantity14.58

Rate-

Amount 97.08

Road E

Quantity15.8

Rate-

Amount 97.08

Road F

Quantity1.08

Rate-

Amount 97.08

II Year

Quantity-

Rate-

Amount -

Road A

Quantity13.18

Rate-

Amount 97.08

Road B

Quantity10.29

Rate-

Amount 97.08

Road C

Quantity12.46

Rate-

Amount 97.08

Road D

Quantity14.58

Rate-

Amount 97.08

Road E

Quantity15.8

Rate-

Amount 97.08

Road F

Quantity1.08

Rate-

Amount 97.08

III Year

Quantity-

Rate-

Amount -

Road A

Quantity13.18

Rate-

Amount 97.08

Road B

Quantity10.29

Rate-

Amount 97.08

Road C

Quantity12.46

Rate-

Amount 97.08

Road D

Quantity14.58

Rate-

Amount 97.08

Road E

Quantity15.8

Rate-

Amount 97.08

Road F

Quantity1.08

Rate-

Amount 97.08

IV Year

Quantity-

Rate-

Amount -

Road A

Quantity13.18

Rate-

Amount 97.08

Road B

Quantity10.29

Rate-

Amount 97.08

Road C

Quantity12.46

Rate-

Amount 97.08

Road D

Quantity14.58

Rate-

Amount 97.08

Road E

Quantity15.8

Rate-

Amount 97.08

Road F

Quantity1.08

Rate-

Amount 97.08

V Year

Quantity-

Rate-

Amount -

Road A

Quantity13.18

Rate-

Amount 97.08

Road B

Quantity10.29

Rate-

Amount 97.08

Road C

Quantity12.46

Rate-

Amount 97.08

Road D

Quantity14.58

Rate-

Amount 97.08

Road E

Quantity15.8

Rate-

Amount 97.08

Road F

Quantity1.08

Rate-

Amount 97.08

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 on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over bituminous surfaces as per MORTH Rev. V Clause No. 111, 112, 503 & 900.

Quantity-

Rate-

Amount -

IV Year

Quantity-

Rate-

Amount -

Road A

Quantity420

Rate-

Amount 17.14

Road B

Quantity147

Rate-

Amount 17.14

Road C

Quantity630

Rate-

Amount 17.14

Road D

Quantity462

Rate-

Amount 17.13

Road E

Quantity627

Rate-

Amount 17.14

V Year

Quantity-

Rate-

Amount -

Road A

Quantity700

Rate-

Amount 17.14

Road B

Quantity245

Rate-

Amount 17.14

Road C

Quantity1050

Rate-

Amount 17.14

Road D

Quantity770

Rate-

Amount 17.13

Road E

Quantity1045

Rate-

Amount 17.14

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-30) 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, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II as per MORTH Rev. V Clause No. 111, 112, 501, 507 & 900.

Quantity-

Rate-

Amount -

IV Year

Quantity-

Rate-

Amount -

Road A

Quantity12.6

Rate-

Amount 6868.2

Road B

Quantity4.41

Rate-

Amount 6868.2

Road C

Quantity18.9

Rate-

Amount 6868.2

Road D

Quantity13.86

Rate-

Amount 6868.2

Road E

Quantity18.81

Rate-

Amount 6868.2

V Year

Quantity-

Rate-

Amount -

Road A

Quantity21

Rate-

Amount 6868.2

Road B

Quantity7.35

Rate-

Amount 6868.2

Road C

Quantity31.5

Rate-

Amount 6868.2

Road D

Quantity23.1

Rate-

Amount 6868.2

Road E

Quantity31.35

Rate-

Amount 6868.2

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 56035769

Add GST at 12%

Quantity1

Rate-

Amount 6724292

Total Value put to Tender

Quantity1

Rate-

Amount 62760061

Negotiated Percentage

Quantity1

Rate-

Amount -

Final Negotiated Value

Quantity1

Rate-

Amount -

Add GST at 12% of Final Negotiated Value

Quantity1

Rate-

Amount -

Total Value of Contract Including 12% of GST

Quantity1

Rate-

Amount -

Basic cost of value put to tender as per Estimate

Quantity-

Rate-

Amount -

Quoted Rate in Figures (Total Value of Contract Including 12% of GST )

Quantity-

Rate-

Amount -

Evaluation Notes How It Works ?

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Bank Certification Amount

Bank Guarantee Amount

Additional Info 1

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Additional Info 3

Additional Info 4

Remarks

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