Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date28 Aug 2024
Closing Date23 Sep 2024
Tender Amount₹ 6,22,35,000 
Notes
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Costs

Summary

Tn 02 24 25 Erode Division Single Work Sl No 03

Description

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BOQ Items

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Road A

1025

126341

123.26

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Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed15:1, aggregate gradation after blending to be as per table600-1, cement content not to be less than 150kg/cum, concrete strength not to be less than 10Mpa at7days,mixedatsite,compacted using vibrator, finishing and curing.

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Road A

821.9

4111020

5001.85

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Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 3.00 Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5

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Road A

3878.2

82877

21.37

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Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to worksite, spreading in uniform layers with motorgrader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401 for grading- V Material

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Road A

366.4

688436

1878.92

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Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mmthick, including premixing the materials with water at OMC in mechnanical mixplant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in SubBase/Basecourse on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material,labourcharges,rentalsformachinery,fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5

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Road A

482.1

1057939

2194.44

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Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen (SS1) per10sqm for preparatory to another bituminous construction overit, including cost of material, labour charges, rentals for machinery,fuel and all other incidental charges etc., complete as perClause 502 of MORTH Rev-5

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Road A

1458.2

119266

81.79

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Providing and laying TackCoat over WBM/WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges,rentals for machinery, fuel and all other incidental charges etc.,complete as perClause 503 of MORTH Rev

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Road A

1458.2

27530

18.88

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Providing and laying Tack Coat over Existing BT surface using 2Kg of Bitumen Emulsion (RS1) per10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5

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Road A

10444.8

283158

27.11

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Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of26.50-13.20mm, 0.43cum of13.20-2.36mm and 0.08cum of 2.36mm & below size IRCmetal with 37Kgs of VG30 Grade bitumen for premixing per10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min required temperature using Central hot mix plant20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by8-10tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc.,including hire and fuel charges for20-30 to CMP with bitumen boiler, tipper trucks, PaverFinisher,Vibratory roller and all other tools and plant required, including all other incidental chargesetc.,complete as per specification usingCMP as per clause 504 of MORTH Rev-5 for patches and centre portion

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Road A

551.6

4717117

8551.7

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Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40cum of37.50-13.20mm, 0.35cum of13.20-2.36mm and0.36cum of 2.36mm &belowsize IRC metal with 71.30 kgs of VG40 grade bitumen for premixing per10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc.,including hire and fuel charges for20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5 - Grading I

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Road A

480.4

4556824

9485.48

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Providing and laying Bituminous Concrete to 30/40mm thick using 0.13cum of19.00-9.50mm, 0.17cum of9.50-2.36mm and 0.26cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by8-10tonne Vibratory to the required density etc.,including labour for attending to paver to siteetc.,including hire charges and fuel charges for20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental chargesetc.,complete as per specification using CMP as per clause 507 of MORTH Rev-5 - for center portion

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Road A

313.4

3398832

10845.03

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Providing and laying Bituminous Concrete to 30/40mm thick using 0.13cum of19.00-9.50mm, 0.17cum of9.50-2.36mm and 0.26cum of 2.36 and below with 50.30kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by8-10tonne Vibratory to the required density etc.,including labour for attending to paver to siteetc.,including hire charges and fuel charges for20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental chargesetc.,complete as per specification using CMP as per clause 507 of MORTH Rev-5 - for widening portion

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Road A

160.2

1783487

11132.88

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Filling the trenches with Msand including cost and conveyance of of all materials to worksite including labour charges for filling laying compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers inclusive and all other incidental charges such as baling out water forming protective bunds, Coffer dams etc., complete

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Road A

48

75326

1569.31

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Supplying andlaying of TAMIN Paver Block of size 80mm thick (Supply at site) over abase of crushed stone filling including cost and conveyance of all materials to work site, including all labour charges for laying, compacting including hire and fuel charges for all tools and plants employed for this work and all other incidental charges etc., complete as per standard specification.

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Road A

1600

2513440

1570.9

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Conveying and disposing of the surplus earth from box cutting with an average lead of 2Km as directed by the engineer in charge

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-

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Road A

1025

24169

23.58

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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.

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Road A

820.9

237543

289.37

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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 Drain

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Road A

1610.81

262529

162.98

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Earthwork excavation in all classes of soil except soft disintegrated rock not requiring blasting and hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for Dressing the bed upto sill level

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Road A

171.3

21114

123.26

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Earthwork excavation in all classes of soil except soft disintegrated rock not requiring blasting and hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS & WINGS. as per section 300 of MORT&H Specifications (Fifth Revision -2013)

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Road A

228.3

92294

404.27

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Earthwork excavation in Soft Disintegrated Rock not requiring blasting except medium rock and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF ABUTMENTS, PIERS AND WINGS. as per section 300 of MORT&H Specifications (Fifth Revision -2013)

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Road A

228.3

129624

567.78

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Filling with Stone Dust including cost and conveyance of material to work site including labour charges for filling, laying, compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers or built-up to the bottom level inclusive all other incidental charges etc., complete below levelling course.

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Road A

122.42

27112

221.47

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Charges for cutting the BT surface to 5 to 7cm depth using milling machine, conveying the Milled waste materials to atleast for 20 km distance including hire and running charges for the machine, conveyance charges unloading at unobjectionable place, cleaning the milled surface as to avoid slippery including all other incidental and unforeseen item etc., complete as per the direction of the departmental officers.

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Road A

533.75

54212

101.57

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Vibrated Plain Cement Concrete of Grade M-15 (Nominal mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site including cost and labour charges of form work and centering, labour charges for compacting, curing and all incidental charges complete as per standard specification for LEVELLING COURSE BELOW BOX CULVERT AND BELOW APPROACH SLAB

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Road A

59.68

411115

6888.66

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Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for RETAINING WALL, FOOTINGS OF ABUTMENT AND WINGS (Below sill)

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-

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Road A

403.67

2843750

7044.74

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Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for WING WALLS, PARAPETS, SUBSTRUCTURE OF ABUTMENTS, RETURN WALL AND PIERS (Above Sill Level)

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Road A

1270.33

10811918

8511.11

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Vibrated Reinforced Cement Concrete of grade M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS.

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Road A

19.55

281540

14401.04

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

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Road A

33.44

3678

110

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Vibrated Reinforced Cement Concrete M-25 Grade Design Mix using ISS HBG metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental chargeas, etc., complete for BOX CULVERT BASE SLAB AND DRAIN

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Road A

343.65

4289446

12482.02

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Vibrated Reinforced Cement Concrete M30 Grade Design mix using Crusher ISS, HBG graded Metal including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering labour charges for laying, compacting , curing including all incidental charges etc., complete for DECK SLAB and Safety Kerb.

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Road A

231.54

2288796

9885.1

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Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plaints employed etc., for filter media

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Road A

75.4

95406

1265.34

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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

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Road A

216.6

68198

314.86

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Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyence of expansion joints including shalimar pad and joint sealent etc, complete.

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Road A

57

37243

653.4

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Supply and fabrication of steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening,cutting,bending,tying grills, including over laping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges , etc., complete. as per Section 2706 of MORT&H Specficaton (Fifth Revision-2013)

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-

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Road A

46

4397581

95610

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Vibrated Reinforced Cement Concrete of grade M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for Approach slab

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Road A

37.8

345360

9136.53

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Supplying and laying the floor with cement based Hydraulically Pressed anti skid tiles (like Eurocon Tiles) in all floors 20mm thick sweeping transporting loading unloading complete etc as per standard specification

1

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-

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Road A

655.82

931428

1420.25

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Providing and fixing of M.S.grating 300x200 mm size with M.S.Flats of 25x10mm of outer frames, 20x10 mm of inner braces with mild steel grating and fixing them in position

1

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-

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Road A

18

10242

569

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Providing 900mm x 900mm Manhole Cover SFRC including all cost of materials and labour charges etc, complete as per standard specifications. PWD SOR 2024-25 as per M-0716

1

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-

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Road A

18

58392

3244

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

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-

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Road A

875

492975

563.4

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Supply of NP 3 class RCC 900 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 departmental officers etc., complete for culvert.

1

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-

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Road A

55

235224

4276.8

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Hoisting and Fixing of 900 mm dia. NP 3 pipes to proper gradient including all Labour charges and all other incidental charges etc., Complete for culvert.

1

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-

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Road A

55

14641

266.2

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Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications

1

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-

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Road A

138

28027

203.1

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Vibrated Reinforced Cement Concrete [Design Mix] M30grade using IRC size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing, including all incidental charges etc., complete for WEARING COAT OF 75 mm uniform thickness over deck slab and approach slab

1

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-

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Road A

676.4

446383

659.94

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Vibrated Reinforced Cement Concrete M-40, Grade, Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, 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 for RCC CRASH BARRIERS OVER DECK SLAB

1

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-

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Road A

8.03

134257

16719.46

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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 etc,complete.

1

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-

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Road A

4

9992

2498.1

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Supplying and filling in foundation, basement, etc with filling site earth with 2 Km lead in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers

1

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-

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Road A

712.4

104608

146.84

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

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Basic cost of value put to tender as per estimate

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52736962

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Add GST at 18%

1

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9492653

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Total Value put to Tender

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62229615

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Differnce Amount (Excess/Less)

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Quoted Amount (Basic Rate Only)

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Add GST at 18% of of Quoted Amount

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-

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Total Value of Quoted Amount Including 18% of GST

1

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-

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Basic cost of value put to tender as per Estimate

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52736962

-

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

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