Highways Department Tender

The Highways Department has issued a formal invitation for competitive bids for Widening And Improvements, Rebuildig Cd Works Retaining Wall And Up Keeping For A Period Of 60 Months To Government Highways Roads In Sathy H Cm Sub Division Jurisdiction Package No 8 in Erode, Tamil Nadu, with an estimated contract value of Rs. 5,22,00,000. The bid opening date for this tender is 29-05-2020 and the last date for bid submission is 01-07-2020. Interested bidders for Highways Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Highways Department Tender

Eprocure

Erode, Tamil Nadu

Opening Date29 May 2020

Closing Date1 Jul 2020

Tender Amount₹ 5,22,00,000

Email

Download

Costs

EMD
₹ 2,71,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Description

Unlock the Tender details for free

Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user

Contact

Tender Id
2020_HWAY_165396_1
Bid Award Id
View
Tender No
g8
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

Unlock the Tender details for free

GEM & Bid Advisory Services

Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost

Request Call Back

Documents

Tender Notice-1149.2 kBTendernotice_1.pdf

Tender Notice

BOQ-11.8 MBBOQ_197921.xls

Bill of Quantity

Corrigendum-11.0 MBboqcorrigendum.pdf

Document-2499.5 kBPQDocumentPKG8.pdf

Pre Qualification Document Volume I

Document-1387.8 kBPricebidPKG8.pdf

Financial bid document Volume II

Report Missing Document

BOQ Items

DO_NOT_SHOW

Quantity-

Rate-

Amount -

View all details for FREE

Road D

Quantity299.2

Rate-

Amount 7125.3

Lettering the existing KM stone as per IRC standard including the cost of labour charges and material etc., complete 15CM

Quantity1

Rate-

Amount -

Clearing of Light jungle and as directed by the departmental officers etc Complete. ( twice a year)

Quantity1

Rate-

Amount -

V th Year

Quantity2156

Rate-

Amount 9.14

II nd Year

Quantity222

Rate-

Amount 103.13

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 Specification. (Morth No. 111, 112, 406, 900)

Quantity1

Rate-

Amount -

Road C

Quantity207.1

Rate-

Amount 7079.7

IV th Year

Quantity302

Rate-

Amount 103.13

II nd Year

Quantity1078

Rate-

Amount 5.49

III rd Year

Quantity6

Rate-

Amount 9.14

Road D

Quantity199.1

Rate-

Amount 6755.68

V th Year

Quantity60

Rate-

Amount 5.49

II nd Year

Quantity616

Rate-

Amount 5.49

II nd Year

Quantity1232

Rate-

Amount 9.14

III rd Year

Quantity52.8

Rate-

Amount 18.08

II nd Year

Quantity14

Rate-

Amount 70.01

III rd Year

Quantity5

Rate-

Amount 700

Excavation including removal and satisfactory disposal of all materias 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 for clearing the vent way of CD works with JCB. (Morth No. 111, 112, 301, 305,900)

Quantity1

Rate-

Amount -

Lettering the existing HM stone as per IRC standard including the cost of labour charges and material etc., complete 15 cm

Quantity1

Rate-

Amount -

IV th Year

Quantity300

Rate-

Amount 103.13

Bituminous Concrete Providing and laying bituminous macadam with Mini 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 using manual labour 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 512 of MORTH Specification - Grading II (Table 500-7) for patch work. (Morth No. 111, 112, 501, 507, 900, 3004)

Quantity1

Rate-

Amount -

Road A

Quantity2188.4

Rate-

Amount 1756.99

II nd Year

Quantity3

Rate-

Amount 700

Clearing of Light jungle and as directed by the departmental officers etc Complete. ( twice a year)

Quantity1

Rate-

Amount -

I st Year

Quantity20.8

Rate-

Amount 70.01

V th Year

Quantity1584

Rate-

Amount 4.4

Vibrated Cement Concrete M20 grade Nominal Mix using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at sitel including labour charges for mixing,transporting, laying, and curing concrete,working at heights,hire charges for tools and plants, including all other incidental charges,etc., complete as per standard specification for PCC parapets (Morth No. 10001500 1700 2100 2200)

Quantity1

Rate-

Amount -

II nd Year

Quantity2156

Rate-

Amount 9.14

II nd Year

Quantity2.6

Rate-

Amount 127.7

Tree banding - (White washing and japan black) with freshly burnt shell lime including cost of fresh lime with suitable colour agent has to be done around the entire circumference of the trees to a hight of 0.9M consisting of 3 strips. White Washing to be start at a hight of 0.7M from the ground level such that the banding will be sufficiently visible to the driver seated at the height of 1.5M from the ground level. the cost inclusive of all materials, brushes and labours. Tree banding to be done as prescribed in the drawing or as directed by the Engineer incharge, as per MoRTH specification.

Quantity1

Rate-

Amount -

Road A

Quantity28

Rate-

Amount 5273.25

V th Year

Quantity2.2

Rate-

Amount 127.7

Road C

Quantity9.4

Rate-

Amount 531.61

III rd Year

Quantity2.2

Rate-

Amount 127.7

Road C

Quantity13.2

Rate-

Amount 4482.79

I st Year

Quantity3780

Rate-

Amount 4.4

III rd Year

Quantity2.6

Rate-

Amount 127.7

Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Making up berms (Morth No. 111, 112, 301, 305,900)

Quantity1

Rate-

Amount -

III rd Year

Quantity2156

Rate-

Amount 9.14

Road C

Quantity20.3

Rate-

Amount 5253.5

Road B

Quantity3.6

Rate-

Amount 4497.13

IV th Year

Quantity222

Rate-

Amount 103.13

Filling behind abutment and wings with carted earth including cost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete. (Morth No. 304, 900)

Quantity1

Rate-

Amount -

Road B

Quantity3489

Rate-

Amount 10.83

I st Year

Quantity1078

Rate-

Amount 5.49

Road B

Quantity164.1

Rate-

Amount 29.3

Road C

Quantity9.9

Rate-

Amount 5426.12

Road C

Quantity37.5

Rate-

Amount 3700

I st Year

Quantity2156

Rate-

Amount 9.14

I st Year

Quantity2.4

Rate-

Amount 127.7

IV th Year

Quantity11.6

Rate-

Amount 70.01

Road B

Quantity350

Rate-

Amount 15.31

IV th Year

Quantity1584

Rate-

Amount 4.4

Road B

Quantity32.3

Rate-

Amount 7353.23

I st Year

Quantity33.6

Rate-

Amount 18.08

Road C

Quantity1278.1

Rate-

Amount 84

IV th Year

Quantity5.9

Rate-

Amount 7087.38

II nd Year

Quantity2.2

Rate-

Amount 127.7

V th Year

Quantity20.8

Rate-

Amount 70.01

Road C

Quantity119

Rate-

Amount 198

V th Year

Quantity9.9

Rate-

Amount 7087.38

III rd Year

Quantity7

Rate-

Amount 700

II nd Year

Quantity12

Rate-

Amount 9.14

II nd Year

Quantity52.8

Rate-

Amount 18.08

Road B

Quantity357

Rate-

Amount 198

III rd Year

Quantity14

Rate-

Amount 70.01

I st Year

Quantity6

Rate-

Amount 9.14

Road C

Quantity2.3

Rate-

Amount 73383

II nd Year

Quantity6

Rate-

Amount 9.14

IV th Year

Quantity1232

Rate-

Amount 9.14

Providing and fixing seepage pipes of 150mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill IN RETAINING WALLS. (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)

Quantity1

Rate-

Amount -

Earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and lifts all other incidental charges such as shoring, strutting, balling out water and forming protective bunds, wherever necessary etc., completes as per standard specification SS20B for Foundation of culverts. (Morth No. 111, 112, 304)

Quantity1

Rate-

Amount -

Lettering the existing HM stone as per IRC standard including the cost of labour charges and material etc., complete 15 cm

Quantity1

Rate-

Amount -

IV th Year

Quantity2156

Rate-

Amount 9.14

Road D

Quantity536.8

Rate-

Amount 1756.99

White washing over the existing Culverts, Parapet, avenue and Guide post including cost of materials and labour charges etc, complete

Quantity1

Rate-

Amount -

I st Year

Quantity260

Rate-

Amount 103.13

IV th Year

Quantity2.6

Rate-

Amount 127.7

III rd Year

Quantity1791

Rate-

Amount 4.4

Road A

Quantity91.7

Rate-

Amount 7140.49

I st Year

Quantity2.2

Rate-

Amount 127.7

Road A

Quantity569

Rate-

Amount 6307.18

IV th Year

Quantity14

Rate-

Amount 70.01

Road B

Quantity287.8

Rate-

Amount 7090.5

Road A

Quantity2.4

Rate-

Amount 4512.8

Road A

Quantity432

Rate-

Amount 198

Road B

Quantity87

Rate-

Amount 7449.67

V th Year

Quantity3780

Rate-

Amount 4.4

Road A

Quantity9

Rate-

Amount 5273.9

II nd Year

Quantity2349

Rate-

Amount 4.4

White washing over the existing Culverts, Parapet, avenue and Guide post including cost of materials and labour charges etc, complete

Quantity1

Rate-

Amount -

III rd Year

Quantity30

Rate-

Amount 5.49

Road A

Quantity8753.8

Rate-

Amount 10.83

Road C

Quantity114.7

Rate-

Amount 7266.41

V th Year

Quantity11

Rate-

Amount 700

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 (Morth No. 111, 112, 501, 503, 900)

Quantity1

Rate-

Amount -

Road B

Quantity4176.4

Rate-

Amount 17.03

Road A

Quantity5

Rate-

Amount 3700

Filling behind abutments and wings with cut earth in culvert portion for labour only (for Retaining Wall) (Morth No. 304, 900)

Quantity1

Rate-

Amount -

Road C

Quantity29

Rate-

Amount 7437

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 (Morth No. 111, 112, 501, 503, 900)

Quantity1

Rate-

Amount -

Painting the existing HM & KM stone as per IRC standard and painting culverts for numbering including the cost of Labour charges and material etc., complete

Quantity1

Rate-

Amount -

V th Year

Quantity11.6

Rate-

Amount 70.01

Road A

Quantity116

Rate-

Amount 7467

Road A

Quantity8753.8

Rate-

Amount 50.14

V th Year

Quantity300

Rate-

Amount 103.13

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 (Morth No. 111, 112, 501, 503, 900)

Quantity1

Rate-

Amount -

Road C

Quantity90

Rate-

Amount 172.8

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

Quantity1

Rate-

Amount -

III rd Year

Quantity302

Rate-

Amount 103.13

Road C

Quantity3703.6

Rate-

Amount 50.14

I st Year

Quantity1791

Rate-

Amount 4.4

I st Year

Quantity770

Rate-

Amount 5.49

Road C

Quantity1.7

Rate-

Amount 10778.87

UPKEEPING ROAD A

Quantity1

Rate-

Amount -

IV th Year

Quantity3780

Rate-

Amount 4.4

III rd Year

Quantity300

Rate-

Amount 103.13

I st Year

Quantity1540

Rate-

Amount 9.14

Road A

Quantity8

Rate-

Amount 73383

Bituminous Concrete Providing and laying bituminous macadam with Mini 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 using manual labour 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 512 of MORTH Specification - Grading II (Table 500-7) for patch work. (Morth No. 111, 112, 501, 507, 900, 3004)

Quantity1

Rate-

Amount -

II nd Year

Quantity7

Rate-

Amount 700

V th Year

Quantity12

Rate-

Amount 9.14

Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and lines, grades and cross sections shown in the drawings or as indicated by the Engineer for For making of berms. (Morth No. 111, 112, 301, 305, 900)

Quantity1

Rate-

Amount -

Bituminous Macadam Providing and laying 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 using manual labour 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 of MORTH Specification - Grading II (Table 500-7) for patch work. (Morth No. 111, 112, 501, 504, 900, 3004)

Quantity1

Rate-

Amount -

IV th Year

Quantity2.2

Rate-

Amount 127.7

III rd Year

Quantity30

Rate-

Amount 5.49

II nd Year

Quantity2.2

Rate-

Amount 127.7

Road D

Quantity130

Rate-

Amount 172.8

Lettering the existing KM stone as per IRC standard including the cost of labour charges and material etc., complete 10CM

Quantity1

Rate-

Amount -

Basic cost of value put to tender as per Estimate

Quantity-

Rate-

Amount -

Lettering the existing HM stone as per IRC standard including the cost of labour charges and material etc., complete 15 cm

Quantity1

Rate-

Amount -

I st Year

Quantity300

Rate-

Amount 103.13

Vibrated Cement Concrete M20 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cement 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 Body wall of culverts (Morth No. 10001500 1700 2100 2200)

Quantity1

Rate-

Amount -

Road A

Quantity60

Rate-

Amount 168

Add GST at 12%

Quantity1

Rate-

Amount 5589249

Road B

Quantity126

Rate-

Amount 172.8

II nd Year

Quantity1584

Rate-

Amount 4.4

Clearing of Light jungle and as directed by the departmental officers etc Complete. ( twice a year)

Quantity1

Rate-

Amount -

V th Year

Quantity30

Rate-

Amount 5.49

V th Year

Quantity302

Rate-

Amount 103.13

Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISShard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, 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 Box culvert. (Morth No. 10001500 1700 2100 2200)

Quantity1

Rate-

Amount -

IV th Year

Quantity2.2

Rate-

Amount 127.7

Add GST at 12% of Quoted Amount

Quantity1

Rate-

Amount -

Lettering the existing KM stone as per IRC standard including the cost of labour charges and material etc., complete 15CM

Quantity1

Rate-

Amount -

III rd Year

Quantity12

Rate-

Amount 9.14

Road B

Quantity7.5

Rate-

Amount 3700

I st Year

Quantity1584

Rate-

Amount 4.4

V th Year

Quantity1232

Rate-

Amount 9.14

Road D

Quantity4488.8

Rate-

Amount 17.03

Road D

Quantity472.4

Rate-

Amount 1471.21

Road A

Quantity21.5

Rate-

Amount 7368.9

Vibrated cement concrete M20 nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement to be procured and supplied by the contractor at site including formwork and centering, soft water, labour charges for mixing, transporting and placing in position vibrating, compacting, finishing and curing hire charges for tools and plants including all other incidental charges etc., complete as per standard specification for Retaining wall body wall (Morth No. 10001500 1700 2100 2200)

Quantity1

Rate-

Amount -

Road A

Quantity262.6

Rate-

Amount 6755.68

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

Quantity1

Rate-

Amount -

Road D

Quantity64.9

Rate-

Amount 168

Road B

Quantity158.5

Rate-

Amount 6307.18

I st Year

Quantity3

Rate-

Amount 700

Road D

Quantity1086.1

Rate-

Amount 84

Clearing of Light jungle and as directed by the departmental officers etc Complete. ( twice a year)

Quantity1

Rate-

Amount -

Lettering the existing KM stone as per IRC standard including the cost of labour charges and material etc., complete 10CM

Quantity1

Rate-

Amount -

IV th Year

Quantity30

Rate-

Amount 5.49

III rd Year

Quantity1540

Rate-

Amount 9.14

IV th Year

Quantity52.8

Rate-

Amount 18.08

Road A

Quantity104

Rate-

Amount 9391.75

Lettering the existing KM stone as per IRC standard including the cost of labour charges and material etc., complete 10CM

Quantity1

Rate-

Amount -

Lettering the existing KM stone as per IRC standard including the cost of labour charges and material etc., complete 15CM

Quantity1

Rate-

Amount -

III rd Year

Quantity2349

Rate-

Amount 4.4

V th Year

Quantity13.2

Rate-

Amount 7017.3

V th Year

Quantity440

Rate-

Amount 17.03

IV th Year

Quantity12

Rate-

Amount 9.14

Quoted Amount (Basic Rate Only)

Quantity1

Rate-

Amount -

II nd Year

Quantity1791

Rate-

Amount 4.4

III rd Year

Quantity1232

Rate-

Amount 9.14

V th Year

Quantity330

Rate-

Amount 17.03

I st Year

Quantity11

Rate-

Amount 700

Bituminous Concrete Providing and laying bituminous macadam with Mini 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 using manual labour 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 512 of MORTH Specification - Grading II (Table 500-7) for patch work. (Morth No. 111, 112, 501, 507, 900, 3004)

Quantity1

Rate-

Amount -

II nd Year

Quantity300

Rate-

Amount 103.13

Lettering the existing KM stone as per IRC standard including the cost of labour charges and material etc., complete 15CM

Quantity1

Rate-

Amount -

UPKEEPING ROAD B

Quantity1

Rate-

Amount -

V th Year

Quantity52.8

Rate-

Amount 18.08

Road D

Quantity224.4

Rate-

Amount 5413.82

Earthwork excavation in all classes of soils except hard rock requiring, blasting and depositing on bank with all leads and lifts all other incidental charges such as shoring, strutting, balling out water and forming protective bunds, wherever necessary etc., completes as per standard specification for Foundation SS20B FOUNDATION OF RETAINING WALLS. (Morth No. 111, 112, 304)

Quantity1

Rate-

Amount -

V th Year

Quantity12

Rate-

Amount 9.14

III rd Year

Quantity2.2

Rate-

Amount 127.7

SLAB CULVERT

Quantity1

Rate-

Amount -

Differnce Amount (Excess/less)

Quantity1

Rate-

Amount -

III rd Year

Quantity1078

Rate-

Amount 5.49

III rd Year

Quantity12

Rate-

Amount 9.14

IV th Year

Quantity2349

Rate-

Amount 4.4

PIPE CULVERTS

Quantity1

Rate-

Amount -

Road A

Quantity743.9

Rate-

Amount 103.13

Providing and fixing 20mm thick PVC expansion joint including cost and conveyance of expansion joints, Shalimar pad and joint sealants and fixing them position etc. Complete in deck slab over abutment. (Morth No. 2600, 900)

Quantity1

Rate-

Amount -

Plain Cement Concrete of grade 1:2:4 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall.. (Morth No. 10001500 1700 2100 2200)

Quantity1

Rate-

Amount -

IV th Year

Quantity7.9

Rate-

Amount 7017.3

V th Year

Quantity1078

Rate-

Amount 5.49

Road C

Quantity13.3

Rate-

Amount 7872.57

V th Year

Quantity2349

Rate-

Amount 4.4

I st Year

Quantity60

Rate-

Amount 5.49

Providing and fixing kraft paper for full width of seating of deck spab and including cost and conveyance to worksite labour for fixing the same in correct position and all other incidental charges etc. complete. (Morth No. 2600)

Quantity1

Rate-

Amount -

I st Year

Quantity60

Rate-

Amount 5.49

Road B

Quantity9.4

Rate-

Amount 5445.47

Road B

Quantity261.3

Rate-

Amount 5413.82

Road A

Quantity16

Rate-

Amount 168

IV th Year

Quantity264

Rate-

Amount 17.03

Road C

Quantity20

Rate-

Amount 172.8

IV th Year

Quantity1078

Rate-

Amount 5.49

Vibrated Plain Cement Concrete M.20 Grade using 40 mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools and Plants and incidental charges such as sheeting, shoring and bracing and their subsequent removel etc., complete as per standard specification for substructure of abutment and wings - above sill level (Morth No. 10001500 1700 2100 2200)

Quantity1

Rate-

Amount -

V th Year

Quantity1078

Rate-

Amount 5.49

Road C

Quantity30

Rate-

Amount 9342

II nd Year

Quantity60

Rate-

Amount 5.49

Road A

Quantity601.6

Rate-

Amount 84

IV th Year

Quantity12

Rate-

Amount 9.14

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 for Foundation of Abutments and Piers. (Morth No. 111, 112, 304)

Quantity1

Rate-

Amount -

Road C

Quantity3703.6

Rate-

Amount 10.83

Road D

Quantity526.5

Rate-

Amount 19.13

II nd Year

Quantity60

Rate-

Amount 5.49

Road C

Quantity135

Rate-

Amount 168

I st Year

Quantity7

Rate-

Amount 700

Road B

Quantity7.5

Rate-

Amount 238

IV th Year

Quantity1078

Rate-

Amount 5.49

V th Year

Quantity440

Rate-

Amount 17.03

II nd Year

Quantity11

Rate-

Amount 700

I st Year

Quantity14.4

Rate-

Amount 18.08

V th Year

Quantity385

Rate-

Amount 17.03

Road C

Quantity7.1

Rate-

Amount 134.1

IV th Year

Quantity30

Rate-

Amount 5.49

II nd Year

Quantity6

Rate-

Amount 9.14

II nd Year

Quantity14.4

Rate-

Amount 18.08

Road C

Quantity31.4

Rate-

Amount 6309.03

III rd Year

Quantity1078

Rate-

Amount 5.49

Basic cost of value put to tender as per estimate

Quantity1

Rate-

Amount 46577071

Lettering the existing KM stone as per IRC standard including the cost of labour charges and material etc., complete 10CM

Quantity11

Rate-

Amount -

Road C

Quantity111.5

Rate-

Amount 168

Road D

Quantity170.6

Rate-

Amount 29.3

I st Year

Quantity30

Rate-

Amount 5.49

Bituminous Macadam Providing and laying 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 per clause 504 of MORTH Specification - Grading II (Table 500-7). (Morth No. 111, 112, 501, 504, 900, 3004)

Quantity1

Rate-

Amount -

II nd Year

Quantity12

Rate-

Amount 9.14

IV th Year

Quantity60

Rate-

Amount 5.49

IV th Year

Quantity2.4

Rate-

Amount 127.7

Road D

Quantity2147.3

Rate-

Amount 50.14

Road A

Quantity584.9

Rate-

Amount 1462.41

Painting the existing HM & KM stone as per IRC standard and painting culverts for numbering including the cost of Labour charges and material etc., complete

Quantity1

Rate-

Amount -

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

Quantity1

Rate-

Amount -

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 pickig and all other tools and plants employed for the work and including all other incidental charges etc., complete, as per MORTH Specification. (Morth No. 111, 112, 202)

Quantity1

Rate-

Amount -

Vibrated Cement Concrete 1:3:6 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 Foundation of culverts (Morth No. 10001500 1700 2100 2200)

Quantity1

Rate-

Amount -

V th Year

Quantity7

Rate-

Amount 700

IV th Year

Quantity260

Rate-

Amount 103.13

V th Year

Quantity11.6

Rate-

Amount 7035.99

I st Year

Quantity2.6

Rate-

Amount 127.7

I st Year

Quantity2.2

Rate-

Amount 127.7

IV th Year

Quantity264

Rate-

Amount 17.03

Box culvert.

Quantity1

Rate-

Amount -

I st Year

Quantity2156

Rate-

Amount 9.14

III rd Year

Quantity20.8

Rate-

Amount 70.01

III rd Year

Quantity3780

Rate-

Amount 4.4

Bituminous Concrete Providing and laying bituminous macadam with Mini 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 using manual labour 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 512 of MORTH Specification - Grading II (Table 500-7) for patch work. (Morth No. 111, 112, 501, 507, 900, 3004)

Quantity1

Rate-

Amount -

IV th Year

Quantity14.4

Rate-

Amount 18.08

I st Year

Quantity6

Rate-

Amount 9.14

III rd Year

Quantity2156

Rate-

Amount 9.14

Vibrated cement concrete grade M30 nominal mix (1:1.5:3) using ISS size HGB graded 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, cincluding all incidental charges etc. complete for wearing coat 75mm uniform thickness over deck slab. (Morth No. 10001500 1700 2100 2200)

Quantity1

Rate-

Amount -

Vibrated reinforced cement concrete grade M25 nominal mix using ISS size HBG graded metal crushed stone 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 compacting, finishing and curing, including all incidental charges etc. complete for bed block and dirt wall.

Quantity1

Rate-

Amount -

Road D

Quantity4.8

Rate-

Amount 4530.2

Road D

Quantity128.8

Rate-

Amount 6307.18

V th Year

Quantity5

Rate-

Amount 700

I st Year

Quantity14

Rate-

Amount 70.01

I st Year

Quantity1078

Rate-

Amount 5.49

Road B

Quantity28.1

Rate-

Amount 5264.3

IV th Year

Quantity33.6

Rate-

Amount 18.08

II nd Year

Quantity2.4

Rate-

Amount 127.7

RETAINING WALLS

Quantity1

Rate-

Amount -

Road C

Quantity246.7

Rate-

Amount 6755.68

I st Year

Quantity616

Rate-

Amount 5.49

Tree banding - (White washing and japan black) with freshly burnt shell lime including cost of fresh lime with suitable colour agent has to be done around the entire circumference of the trees to a hight of 0.9M consisting of 3 strips. White Washing to be start at a hight of 0.7M from the ground level such that the banding will be sufficiently visible to the driver seated at the height of 1.5M from the ground level. the cost inclusive of all materials, brushes and labours. Tree banding to be done as prescribed in the drawing or as directed by the Engineer incharge, as per MoRTH specification.

Quantity1

Rate-

Amount -

V th Year

Quantity2.2

Rate-

Amount 127.7

V th Year

Quantity15.3

Rate-

Amount 70.01

Road A

Quantity601.6

Rate-

Amount 19.13

Road D

Quantity2147.3

Rate-

Amount 10.83

II nd Year

Quantity1540

Rate-

Amount 9.14

Road B

Quantity21

Rate-

Amount 5255.67

V th Year

Quantity1540

Rate-

Amount 9.14

V th Year

Quantity24

Rate-

Amount 18.08

V th Year

Quantity1791

Rate-

Amount 4.4

Supply and fabrication of STEEL grade Fe500 D with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete. (Morth No. 1000, 1500, 1600, 900)

Quantity1

Rate-

Amount -

Supply of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 2003 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the dapartmental officers etc., complete (Morth No. 2900, 900)

Quantity1

Rate-

Amount -

III rd Year

Quantity1584

Rate-

Amount 4.4

Road C

Quantity118.1

Rate-

Amount 29.3

Earth work excavation in all classes of soils such as hard rock requiring blasting and depositing on bank with all leads and lifts as per S S 20 B 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 excavaion back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for foundation of abutment and wings. (Morth No. 111, 112, 304)

Quantity1

Rate-

Amount -

III rd Year

Quantity60

Rate-

Amount 5.49

Road D

Quantity195

Rate-

Amount 168

Total Value put to Tender

Quantity1

Rate-

Amount 52166320

Lettering the existing HM stone as per IRC standard including the cost of labour charges and material etc., complete 15 cm

Quantity1

Rate-

Amount -

III rd Year

Quantity11.6

Rate-

Amount 70.01

I st Year

Quantity5

Rate-

Amount 700

IV th Year

Quantity15.3

Rate-

Amount 70.01

UPKEEPING ROAD C

Quantity1

Rate-

Amount -

IV th Year

Quantity1791

Rate-

Amount 4.4

V th Year

Quantity30

Rate-

Amount 5.49

Road B

Quantity819.7

Rate-

Amount 1756.99

Vibrated Plain Cement Concrete M.20. Grade using 40 mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools and Plants and incidental charges such as sheeting, shoring and bracing and their subsequent removel etc., complete as per standard specification for footings of abutment and wings - below sill level (Morth No. 10001500 1700 2100 2200)

Quantity1

Rate-

Amount -

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 (Morth No. 111, 112, 501, 503, 900)

Quantity1

Rate-

Amount -

III rd Year

Quantity14.4

Rate-

Amount 18.08

Road C

Quantity1.8

Rate-

Amount 100

Providing and fixing seepage pipes of 110mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill IN RETAINING WALLS. (Morth No. 111, 112, 1000, 1500, 1700, 2200 , 900)

Quantity1

Rate-

Amount -

Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Wing wall and Parapet. (Morth No. 10001500 1700 2100 2200)

Quantity1

Rate-

Amount -

I st Year

Quantity52.8

Rate-

Amount 18.08

V th Year

Quantity60

Rate-

Amount 5.49

I st Year

Quantity222

Rate-

Amount 103.13

I st Year

Quantity1232

Rate-

Amount 9.14

Road A

Quantity42

Rate-

Amount 172.8

II nd Year

Quantity770

Rate-

Amount 5.49

IV th Year

Quantity1540

Rate-

Amount 9.14

IV th Year

Quantity20.8

Rate-

Amount 70.01

II nd Year

Quantity260

Rate-

Amount 103.13

Vibrated cement concrete M20 nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement to be procured and supplied by the contractor at site including formwork and centering, soft water, labour charges for mixing, transporting and placing in position vibrating, compacting, finishing and curing hire charges for tools and plants including all other incidental charges etc., complete as per standard specification for Foundation Retaining wall (Morth No. 10001500 1700 2100 2200)

Quantity1

Rate-

Amount -

Road B

Quantity24

Rate-

Amount 168

III rd Year

Quantity11

Rate-

Amount 700

Painting the existing HM & KM stone as per IRC standard and painting culverts for numbering including the cost of Labour charges and material etc., complete

Quantity1

Rate-

Amount -

II nd Year

Quantity33.6

Rate-

Amount 18.08

V th Year

Quantity14

Rate-

Amount 70.01

IV th Year

Quantity24

Rate-

Amount 18.08

Road B

Quantity230

Rate-

Amount 6755.68

III rd Year

Quantity60

Rate-

Amount 5.49

IV th Year

Quantity11

Rate-

Amount 700

IV th Year

Quantity5

Rate-

Amount 700

I st Year

Quantity12

Rate-

Amount 9.14

V th Year

Quantity6

Rate-

Amount 9.14

I st Year

Quantity24

Rate-

Amount 18.08

Road C

Quantity1.8

Rate-

Amount 566

V th Year

Quantity2.4

Rate-

Amount 127.7

Road A

Quantity5

Rate-

Amount 238

Tree banding - (White washing and japan black) with freshly burnt shell lime including cost of fresh lime with suitable colour agent has to be done around the entire circumference of the trees to a hight of 0.9M consisting of 3 strips. White Washing to be start at a hight of 0.7M from the ground level such that the banding will be sufficiently visible to the driver seated at the height of 1.5M from the ground level. the cost inclusive of all materials, brushes and labours. Tree banding to be done as prescribed in the drawing or as directed by the Engineer incharge, as per MoRTH specification.

Quantity1

Rate-

Amount -

V th Year

Quantity33.6

Rate-

Amount 18.08

IV th Year

Quantity231

Rate-

Amount 17.03

White washing over the existing Culverts, Parapet, avenue and Guide post including cost of materials and labour charges etc, complete

Quantity1

Rate-

Amount -

Tree banding - (White washing and Japan Black) with freshly burnt shell lime including cost of fresh lime with suitable colour agent has to be done around the entire circumference of the trees to a hight of 0.9M consisting of 3 strips. White Washing to be start at a hight of 0.7M from the ground level such that the banding will be sufficiently visible to the driver seated at the height of 1.5M from the ground level. the cost inclusive of all materials, brushes and labours. Tree banding to be done as prescribed in the drawing or as directed by the Engineer incharge, as per MoRTH specification.

Quantity1

Rate-

Amount -

UPKEEPING ROAD D

Quantity1

Rate-

Amount -

Road C

Quantity362.5

Rate-

Amount 15.31

Road C

Quantity549.4

Rate-

Amount 1449.21

II nd Year

Quantity2156

Rate-

Amount 9.14

V th Year

Quantity222

Rate-

Amount 103.13

IV th Year

Quantity2156

Rate-

Amount 9.14

I st Year

Quantity11.6

Rate-

Amount 70.01

Road C

Quantity2

Rate-

Amount 6817.41

V th Year

Quantity14.4

Rate-

Amount 18.08

V th Year

Quantity616

Rate-

Amount 5.49

I st Year

Quantity2349

Rate-

Amount 4.4

Painting the existing HM & KM stone as per IRC standard and painting culverts for numbering including the cost of Labour charges and material etc., complete

Quantity1

Rate-

Amount -

III rd Year

Quantity3

Rate-

Amount 700

I st Year

Quantity15.3

Rate-

Amount 70.01

Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and lines, grades and cross sections shown in the drawings or as indicated by the Engineer for berms using Side berms using Box Cutting Earth Hire and Labour charges only (Morth No. 111, 112, 301, 305, 900)

Quantity1

Rate-

Amount -

Road B

Quantity187.5

Rate-

Amount 168

III rd Year

Quantity24

Rate-

Amount 18.08

II nd Year

Quantity3780

Rate-

Amount 4.4

Road B

Quantity6.9

Rate-

Amount 73383

White washing over the existing Culverts, Parapet, avenue and Guide post including cost of materials and labour charges etc, complete

Quantity1

Rate-

Amount -

Road C

Quantity666

Rate-

Amount 19.13

II nd Year

Quantity5

Rate-

Amount 700

IV th Year

Quantity7

Rate-

Amount 700

III rd Year

Quantity616

Rate-

Amount 5.49

II nd Year

Quantity1078

Rate-

Amount 5.49

Hoisting and fixing of pipes and collars proper gradient including all labour charges and all other incidental charges etc., complete ((Morth No. 2904,2905,2906)

Quantity1

Rate-

Amount -

Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Making up berms (Morth No. 111, 112, 301, 305,900)

Quantity1

Rate-

Amount -

II nd Year

Quantity15.3

Rate-

Amount 70.01

Road B

Quantity3489

Rate-

Amount 50.14

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-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 complete in all respects - Grading II (Morth No. 111, 112, 501, 507,900)

Quantity1

Rate-

Amount -

Road C

Quantity0.4

Rate-

Amount 73383

V th Year

Quantity13.2

Rate-

Amount 7063.6

Vibrated reinforced cement concrete grade M25 nominal mix using ISS size HBG graded metal crushed stone 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 compacting, finishing and curing, including all incidental charges etc. complete for deck slab. (Morth No. 10001500 1700 2100 2200)

Quantity1

Rate-

Amount -

Road A

Quantity52.5

Rate-

Amount 29.3

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 of MORTH Specification - over bituminous surfaces (Morth No. 111, 112, 501, 502, 900)

Quantity1

Rate-

Amount -

V th Year

Quantity2156

Rate-

Amount 9.14

Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Making up berms (Morth No. 111, 112, 301, 305,900)

Quantity1

Rate-

Amount -

IV th Year

Quantity60

Rate-

Amount 5.49

Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over granular surfaces treated with primer (Morth No. 111, 112, 501, 502, 900)

Quantity1

Rate-

Amount -

II nd Year

Quantity24

Rate-

Amount 18.08

Road C

Quantity3.1

Rate-

Amount 9214.01

Road C

Quantity37.5

Rate-

Amount 238

Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. Making up berms (Morth No. 111, 112, 301, 305,900)

Quantity1

Rate-

Amount -

IV th Year

Quantity7.9

Rate-

Amount 7063.6

V th Year

Quantity2.6

Rate-

Amount 127.7

III rd Year

Quantity2.4

Rate-

Amount 127.7

IV th Year

Quantity198

Rate-

Amount 17.03

III rd Year

Quantity15.3

Rate-

Amount 70.01

Lettering the existing HM stone as per IRC standard including the cost of labour charges and material etc., complete 10cm

Quantity1

Rate-

Amount -

I st Year

Quantity12

Rate-

Amount 9.14

Road B

Quantity1191.6

Rate-

Amount 84

IV th Year

Quantity770

Rate-

Amount 5.49

Road D

Quantity43

Rate-

Amount 7386.3

Road C

Quantity871.5

Rate-

Amount 1756.99

Road D

Quantity29.3

Rate-

Amount 5305.7

Road D

Quantity15

Rate-

Amount 3700

Road B

Quantity512.2

Rate-

Amount 1453.61

Road C

Quantity170.1

Rate-

Amount 6307.18

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- for grading- V Material (Morth No. 111, 112, 401, 900)

Quantity1

Rate-

Amount -

III rd Year

Quantity222

Rate-

Amount 103.13

III rd Year

Quantity770

Rate-

Amount 5.49

Road D

Quantity15

Rate-

Amount 238

V th Year

Quantity6

Rate-

Amount 9.14

Excavation including removal and satisfactory disposal of all materias 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 for clearing the vent way of CD works with JCB. (Morth No. 111, 112, 301, 305,900)

Quantity1

Rate-

Amount -

Road D

Quantity10

Rate-

Amount 5499

II nd Year

Quantity302

Rate-

Amount 103.13

II nd Year

Quantity20.8

Rate-

Amount 70.01

Road A

Quantity2000

Rate-

Amount 15.31

Excavation including removal and satisfactory disposal of all materias 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 for clearing the vent way of CD works with JCB. (Morth No. 111, 112, 301, 305,900)

Quantity1

Rate-

Amount -

Total Value of Quoted Amount including 12% of GST

Quantity1

Rate-

Amount -

Excavation including removal and satisfactory disposal of all materias 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 for clearing the vent way of CD works with JCB. (Morth No. 111, 112, 301, 305,900)

Quantity1

Rate-

Amount -

II nd Year

Quantity11.6

Rate-

Amount 70.01

II nd Year

Quantity30

Rate-

Amount 5.49

IV th Year

Quantity6

Rate-

Amount 9.14

III rd Year

Quantity33.6

Rate-

Amount 18.08

V th Year

Quantity3

Rate-

Amount 700

Lettering the existing HM stone as per IRC standard including the cost of labour charges and material etc., complete 10cm

Quantity1

Rate-

Amount -

III rd Year

Quantity260

Rate-

Amount 103.13

II nd Year

Quantity30

Rate-

Amount 5.49

IV th Year

Quantity6

Rate-

Amount 9.14

III rd Year

Quantity6

Rate-

Amount 9.14

IV th Year

Quantity6.9

Rate-

Amount 7035.99

I st Year

Quantity302

Rate-

Amount 103.13

Road B

Quantity90

Rate-

Amount 9354.33

Supply and fabrication of Steel Grade Fe - 500D required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc. complete as per standard specification ( 16 mm and Below 16mm Dia) (Morth No. 1000, 1500, 1600, 900)

Quantity1

Rate-

Amount -

IV th Year

Quantity616

Rate-

Amount 5.49

Road C

Quantity4518.4

Rate-

Amount 17.03

Road C

Quantity7

Rate-

Amount 5243

V th Year

Quantity770

Rate-

Amount 5.49

Lettering the existing HM stone as per IRC standard including the cost of labour charges and material etc., complete 10cm

Quantity1

Rate-

Amount -

I st Year

Quantity30

Rate-

Amount 5.49

Road B

Quantity409.5

Rate-

Amount 19.13

Road C

Quantity280.3

Rate-

Amount 5413.82

Road C

Quantity88

Rate-

Amount 168

V th Year

Quantity260

Rate-

Amount 103.13

Lettering the existing HM stone as per IRC standard including the cost of labour charges and material etc., complete 10cm

Quantity1

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

Remarks

Potential Partner

Select Your Requirements

Help me get relevant partners for joint bidding

Help me get relevant material suppliers

Help me get project financing

Disclaimer: BidAssist has made every reasonable effort to ensure that the information is accurate and authentic however it cannot be held liable for any third-party claims or losses of any damages. BidAssist makes no warranty, expressed or implied, as to the results obtained from the use of the information. If you think you may have noticed any error or omission, please let us know by contacting contact@bidassist.com.