Highways Department Tender

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Highways Department Tender

Works

Civil And Construction

Road Construction

Eprocure

Karur, Tamil Nadu

Opening Date3 Sep 2024

Closing Date23 Sep 2024

Tender Amount₹ 6,35,20,000

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Costs

EMD
₹ 3,28,000
Document Cost
Refer Documents
Tender Fee
Refer Documents

Summary

Tn 07 24 25 Karur Division Tpr 017

Description

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Widening and Strengthening from Intermediate Lane to Two Lane, Improvements to Riding Quality, Construction of Box Culvert Works on Government Roads in Krishnarayapuram & Karur (H), C&M Sub-Divisions. (TPR 017) Road A :- Improvements to Riding Quality at km 2/0 - 4/0, 5/0 - 6/0 of Thogamalai - Mylampatty - Palayam Road Road B :- Widening from Intermediate Lane to Two Lane and Strengthening at km 6/0 - 9/417 of Uppidamangalam - Munayanur Road including Construction of Box culvert at Km.6/4 & 9/4 Road C :- Construction of Box Culvert at Km 7/10 of Mayanur - Sengal - Panjapatty Road in lieu of existing causeway Road D :- Improvements to Riding Quality at km 1/0 - 4/2 of Sanappirati to Melapalayam road (via) sanapirati Agraharam, Harijan Colony

Contact

Tender Id
2024_HWAY_480017_1
Bid Award Id
View
Tender No
TN 07 24 25 Karur Division TPR 017
Tender Authority
Highways Department View
Purchaser Address
-
Website
http://https://tnhighways.gov.in/index.php/en/

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BOQ Items

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Quantity-

Rate-

Amount -

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Road B

Quantity74.56

Rate631784

Amount 8473.5

Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all material 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 MORT&H Specification. a) box cutting for wideneing portion

Quantity1

Rate-

Amount -

Road B

Quantity3193.06

Rate393576

Amount 123.26

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 97% Compaction

Quantity1

Rate-

Amount -

Road C

Quantity690

Rate152724

Amount 221.34

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 95% Compaction

Quantity1

Rate-

Amount -

Road C

Quantity630

Rate137762

Amount 218.67

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.

Quantity1

Rate-

Amount -

Road C

Quantity310

Rate6770

Amount 21.84

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 -

Road B

Quantity750.57

Rate1557680

Amount 2075.33

Road C

Quantity186

Rate405652

Amount 2180.93

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 of MORTH Specification- for grading- III Material. MORTH No. 111, 112, 401, 900

Quantity1

Rate-

Amount -

Road B

Quantity536.12

Rate1161091

Amount 2165.73

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 B

Quantity1340.32

Rate3140450

Amount 2343.06

Road C

Quantity232.5

Rate544761

Amount 2343.06

Prime coat Providing and applying primer coat with bitumen emulsion (RS-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 -

Road B

Quantity5861.25

Rate479274

Amount 81.77

Road C

Quantity1430

Rate116902

Amount 81.75

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

Quantity1

Rate-

Amount -

Road B

Quantity5861.25

Rate110601

Amount 18.87

Road C

Quantity1430

Rate26984

Amount 18.87

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. 111,112,501,503,900

Quantity1

Rate-

Amount -

Road A

Quantity21240

Rate575604

Amount 27.1

Road B

Quantity19019.25

Rate515421

Amount 27.1

Road D

Quantity8450

Rate228995

Amount 27.1

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 Job Mix Formula 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, rolled as per clause 501.6 and 501.7 to achieve the desired compaction, as per clause No.505 of MoRTH specification Grading II. MORTH No. 111, 112, 501, 505, 900

Quantity1

Rate-

Amount -

Road B

Quantity402.09

Rate3787124

Amount 9418.6

Road C

Quantity46.5

Rate437964

Amount 9418.6

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, 505, 900

Quantity1

Rate-

Amount -

Road A

Quantity247.63

Rate2154182

Amount 8699.2

Road B

Quantity951

Rate8272939

Amount 8699.2

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, 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 A

Quantity849.6

Rate9329992

Amount 10981.63

Road B

Quantity975.22

Rate10709505

Amount 10981.63

Road C

Quantity27.9

Rate306387

Amount 10981.63

Road D

Quantity253.51

Rate2723698

Amount 10743.95

Excavation for Roadway and drainageExcavation 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.a) Formation of embankment using cut earth including Compaction by power roller

Quantity1

Rate-

Amount -

Road B

Quantity1462.52

Rate38932

Amount 26.62

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. d) Formation of embankment (for Berms)using side earth for filling above sub grade

Quantity1

Rate-

Amount -

Road A

Quantity1228.5

Rate184127

Amount 149.88

Road C

Quantity500

Rate74940

Amount 149.88

Road D

Quantity954

Rate142985

Amount 149.88

Crushed Run 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.

Quantity1

Rate-

Amount -

Road B

Quantity75

Rate166134

Amount 2215.12

Road C

Quantity75

Rate166134

Amount 2215.12

Providing laying and rolling of Close Graded Premix Carpet of compacted 20mm thickness using 0.0162cum of 13.20-11.20mm,0.1404cum of 11.2-5.6mm,0.0729cum of 5.602.80mm, 0.0405cum of 2.80 mm and below (typeB) graded HBG metal using 19kg of VG30 Bitumen for 10sqm including premixing at CMP,conveyance by tipper lorry,laying by paver finisher and rolling by vibratory roller including cost and conveyance of all materials,hire charges of all labour charges,fuel and all other incidental charges etc., complete as per specification using CMP as perclause 508 of MORTH Rev-5.Close graded premix carpet

Quantity1

Rate-

Amount -

Road B

Quantity500

Rate101520

Amount 203.04

Road C

Quantity500

Rate101520

Amount 203.04

Supply of 900mm dia RCC NP3 class pipes confirming to IS 458 specification as directed by the departmental officers including cost and conveyance of pipes to the worksite and all other incidental charges etc., complete as per standard specification.

Quantity1

Rate-

Amount -

Road B

Quantity20

Rate76428

Amount 3821.4

Road C

Quantity10

Rate38214

Amount 3821.4

Laying and fixing of 900mm dia RCC NP3 pipe in position excluding cost of pipes but including conveyance to work spot and handling charges on both sides including labour charges for hoisting and placing the pipes in position and packing the joints and all other incidental charges etc., complete as per standard specification.

Quantity1

Rate-

Amount -

Road B

Quantity20

Rate4620

Amount 231

Road C

Quantity10

Rate2310

Amount 231

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 for Box Culvert and Wing wall.

Quantity1

Rate-

Amount -

Road B

Quantity207.52

Rate60180

Amount 290

Road C

Quantity394.89

Rate114518

Amount 290

Plain Cement Concrete of grade M15 (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 of Box Culvert and Wing wall.

Quantity1

Rate-

Amount -

Road B

Quantity14.97

Rate95561

Amount 6383.52

Road C

Quantity17.05

Rate109870

Amount 6444

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 footing ,stem and Parapet

Quantity1

Rate-

Amount -

Road B

Quantity51.08

Rate458315

Amount 8972.5

Road C

Quantity62.88

Rate538630

Amount 8566

Vibrated Reinforced cement concrete of grade M25 (Design mix) using 20mm ISS hard 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..

Quantity1

Rate-

Amount -

Road B

Quantity50.18

Rate655222

Amount 13057.45

Road C

Quantity112.87

Rate1375885

Amount 12190

Supply and fabrication of steel Grade Fe-500 D required for all RCC items of works involved in the schedule 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 drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc. complete as per standard specification

Quantity1

Rate-

Amount -

Road B

Quantity4.84

Rate462752

Amount 95610

Road C

Quantity7.67

Rate733328

Amount 95610

Vibrated cement concrete M30 Grade (Design mix) using 25mm, 12mm and 6mm IRC size hard broken 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 other incidental charges etc.,complete for WEARING COAT 75mm UNIFORM THICKNESS OVER DECK SLAB

Quantity1

Rate-

Amount -

Road B

Quantity33.3

Rate22963

Amount 689.6

Road C

Quantity78.81

Rate54709

Amount 694.2

Providing and fixing of cast iron drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position

Quantity1

Rate-

Amount -

Road C

Quantity4

Rate9992

Amount 2498.1

Providing and fixing seepage pipes of 100mm 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 Culvert.

Quantity1

Rate-

Amount -

Road C

Quantity10.56

Rate2144

Amount 203.1

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 53822808

Add GST at 18%

Quantity1

Rate-

Amount 9688105

Total Value put to Tender

Quantity1

Rate-

Amount 63510913

Differnce Amount (Excess/Less)

Quantity1

Rate-

Amount -

Quoted Amount (Basic Rate Only)

Quantity1

Rate-

Amount -

Add GST at 18% of of Quoted Amount

Quantity1

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Amount -

Total Value of Quoted Amount Including 18% of GST

Quantity1

Rate-

Amount -

Basic cost of value put to tender as per Estimate

Quantity-

Rate53822808

Amount -

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

Quantity-

Rate-

Amount -

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