Highways Department Tender

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Highways Department Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date5 Oct 2024
Closing Date28 Oct 2024
Tender Amount₹ 3,23,30,000 
Notes
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Costs

Summary

Construction Of High Level Bridge In Lieu Of Existing Causeway At Km 5/6 Of Vadachithur To Chettipalayam Road Mdr 522

Description

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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 RETURN WALL. as per section 300 of MORT&H Specifications (Fifth Revision -2013)

-

-

-

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Depth 0m to 2.0m

243

123346

507.6

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Depth 2.0m to 3.0m

212

110072

519.21

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Depth 3.0m to 4.0m

25

13270

530.82

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Plain Cement Concrete of grade M10 Nominal Mix using 40mm 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 and including all other incidental charges etc; complete as per relevant standard specifications, for LEVELLING COURSE.Under footing as per 2100 of MORT&H Specificaton (Fifth Revision-2013)

-

-

-

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Depth 0m to 2.0m

25

144100

5764

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Vibrated Cement Concrete of Grade M-20, Nomional Mix, using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification, etc, complete as per relevant standard specification for FOOTINGS OF ABUTMENT AND RETURN WALLS. as per Section 1500,1700 & 2100 of MORT&H Specificaton (Fifth Revision-2013)

577

4258260

7380

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Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm 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 and including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, RETURN WALL AND PIERS ABOVE SILL LEVEL. as per Section 1500,1700 & 2200 of MORT&H Specificaton (Fifth Revision-2013)

256

2149632

8397

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Vibrated Reinforced Cement Concrete of grade M30 design mix using 20mm 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.as per Section 1500,1700 & 2200 of MORT&H Specificaton (Fifth Revision-2013)

13

166257

12789

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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.

28

3080

110

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Vibrated Reinforced Cement Concrete of grade M30 Design Mix using 20mm 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 DECK SLAB and Safety Kerb. as per Section 1500,1700 & 2300 of MORT&H Specificaton (Fifth Revision-2013)

230

2336110

10157

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Vibrated Reinforced Cement Concrete M-40, Grade, Design Mix, using 20mm 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. as per Section 811,1700 & 2703.3 of MORT&H Specificaton (Fifth Revision-2013)

13

215956

16612

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Vibrated Cement Concrete M15 grade, Nominal Mix using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at site 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 OVER RETURN WALL. as per Section 1500 & 1700 of MORT&H Specificaton (Fifth Revision-2013)

12

110424

9202

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Vibrated Cement Concrete M15 grade, Nominal Mix 1:2:4, using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB.

11

77308

7028

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Vibrated Reinforced Cement Concrete M-30, Grade, Design Mix, using 20mm ISS size graded HBG metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel, including all labour charges for mixing concrete, laying, vibrating, and hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, formwork, cost of remolded expansion joints and fixing the same in position etc, complete for APPROACH SLAB. as per Section 1500,1700 & 2704 of MORT&H Specificaton (Fifth Revision-2013)

27

258228

9564

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Supply and fabrication of Fe-500 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 Specificaton (Fifth Revision-2013)

31.6

3021276

95610

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Supply and fabrication of Fe-240 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. FOR WEARING COAT as Mesh Reinforcement. as per Section 2706 of MORT&H Specificaton (Fifth Revision-2013)

2.3

219903

95610

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Vibrated cement Concrete M30 design mix using (25, 12 &6mm ) ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges formwork cost of remolded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab. as per Section 2702.2 of MORT&H Specificaton (Fifth Revision-2013)

315

244755

777

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Supplying and fixing GI DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised iron pipes and flats and fixing them in position, etc., complete as per cl 2705 of MORT&H specification. (V Revision)

8

19984

2498.1

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Providing FILTER MEDIA behind Abutment and Returns for 600mm thickness using filter material conforming to clause 309.3.2.B of MORT&H-Rev.5 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite including labour charges and all other incidental charges, etc complete. as per CI.710.1.4 & Appendix 6 of IRC :78-2014

88

114400

1300

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Supplying and fixing 300mm wide PVC EXPANSION JOINT in the 20mm expansion gap provided in between decks over piers and in between deck and dirt wall over abutment as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc., complete(In Deck slab)

48

31363

653.4

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Filling behind Abutments and return wall 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. as per CI.710.1.4 & Appendix 6 of IRC :78-2014

246

87576

356

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Providing and fixing class1 PVC seepage pipes of 100 mm dia of required lengths for retaining walls including costs and conveyance of all materials to work site and labour charges for fixing, including backing aggregate for draining seepage water etc., (Weep hole)

96

18528

193

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Providing and fixing P.V.C pipes of 160 mm dia of approved make with all Bends ,Elbows, Tee's..etc including all specials and adhesive for required lengths for drainage arrangement from the superstructure, including cost and conveyance of all materials to worksite, as per MORT&H specifications 2706 for Service Duct Pipe in Safety Kerb

92

39992

434.7

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Painting two coats with Ready mix plastic enamel paint and approved colour including priming coat over the cement surface complete including scrapping clean removal of dirt of parts over cement surface

160

47296

295.6

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Dismantling Culverts,bridges and other structures. Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc,as per MORT&H Specification

124

60288

486.2

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Dismantling the the existing Random Rubble Masonry in the existing causeway / bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.

118

33410

283.14

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PROVIDING RCC RETAINING WALL

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-

-

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Earthwork excavation in all classes of soil except Soft Rock not requiring blasting 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 RETAINING WALL. as per section 300 of MORT&H Specifications (Fifth Revision -2013)

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-

-

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Depth 0m to 2.0m

726

221865

305.6

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Depth 2.0m to 3.0m

127

40285

317.21

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Depth 3.0m to 4.0m

59

19400

328.82

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Plain Cement Concrete of grade M10 Nominal Mix using 40mm 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 and including all other incidental charges etc; complete as per relevant standard specifications, for LEVELLING COURSE.Under footing as per 2100 of MORT&H Specificaton (Fifth Revision-2013)

37

213268

5764

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VIBRATED REINFORCED Cement Concrete of grade M30 Design Mix using 20mm 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 and including all other incidental charges etc; complete as per relevant standard specifications, for RETAINING WALLS. as per Section 1500,1700 & 2200 of MORT&H Specficaton (Fifth Revision-2013)

350

4137000

11820

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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 cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, 3 working at depths, Tools and Plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc, complete as per relevant standard specification, etc, complete as per relevant standard specification for PARAPET OVER RETAINING WALL

15

199860

13324

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Supply and fabrication of Fe-500 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)

26

2485860

95610

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Providing and fixing class1 PVC seepage pipes of 100 mm dia of required lengths for retaining walls including costs and conveyance of all materials to work site and labour charges for fixing, including backing aggregate for draining seepage water etc., (Weep hole)

144

27792

193

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Providing FILTER MEDIA behind Abutment and Returns for 600mm thickness using filter material conforming to clause 309.3.2.B of MORT&H-Rev.5 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite including labour charges and all other incidental charges, etc complete. as per CI.710.1.4 & Appendix 6 of IRC :78-2014

96

124800

1300

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PROVIDING APPROACH ROAD PORTION PAVEMENT

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-

-

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Earth work in excavation for roadway in all types of strata other than rock requiring blasting including dressing section to the required grade, camber and side slopes, conveying and/or disposing off the excavated material with mechanical as per MoRTH Specification. Clause.301

166

20461

123.26

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Construction of embankments with approved material from borrow area with all leads and lifts all complete as per MoRTH Specification Clause.305 (95% Compaction)

690

224250

325

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Constuction of subgrade and earthen shoulders satisfying the requirements of minimum soaked CBR value as indicated in the specification with approved material with all leads and lifts all complete as per MoRTH Specification. Cl.305 (97% Compaction)

907

299310

330

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Construction of granular sub-base by providing close graded Material,mixing in amechanical mix plan tat 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 (Grade - V)

443

855836

1931.91

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Providing and laying,spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including premixing the material swith water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base/Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5

515

1172603

2276.9

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Providing and applying primer coat with bitumen emulsion 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 MoRTH Specification. Cl.502

2058

166800

81.05

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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous /granular surface cleaned with mechanical broom.

2058

38258

18.59

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Providing and laying Dense graded bituminous macadam with 85mm thick 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.

175

1592619

9100.68

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Providing and laying bituminous concrete with 30mm thick 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects

62

673600

10864.53

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PROVIDING DIVERSION ROAD

-

-

-

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Forming embankment with carted earth with a lead of 1 km including cost of excavation and conveyance to site spreading in layers of thickness not exceeding 200mm compacted thickness, sectioning, ramming and watering and compacting by power roller in the required proctor density at 95% compaction below sub grade including watering with all leads for water and compaction by power roller and the surface to the required transverse and longitudinal camber profile and including all other incidental charges, labour charges complete including hire and machinary charges for power roller, water sprinkler in all other tools and plants etc.,

950

308750

325

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Supply of NP3 Class RCC Pipe confirming to IS 458/2003 including cost of pipe as a finished work including all other incidental charges, testing charges including loading, unloading, transport and delivery in good condition at work site etc., complete, as directed by the Departmental Officers, as per standard specifications. (1000 mm dia)

62.5

267300

4276.8

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Hoisting and fixing of NP3 Class RCC Pipe and Collars in proper gradient including all Labour charges and all othe incidental charges etc., completw, as directed by the departmental officers, as per standard specifications. (1000 mm dia)

62.5

16637

266.2

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PROVIDNIG ROAD FURNITURE AND SIGNAGE'S

-

-

-

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Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @250gms per sqm, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC : 35. The finished surface to be level, uniform and free from streaks and holes etc., complete (as per MORTH & h SPECIFICATION No. 803) for centre line marking and edge line marking

81.41

72454

890

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Providing and fixing of retro - reflectorised cautionary, mandatory and informatory signs (without definition board) as per IRC 67-2012 and ASTM D 4956 -09, specification and fixed over a back supporting frame of 25mmx25mmx3mm mild steel angle and supported on a mild steel angle iron post 75x75x6mmwith a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 60 cm below ground level. The sign board should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45x45x60cm including cost and conveyance of allmaterials, equipment, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High Intensity retro- reflecetro sheet shall consist of minimum coefficient of Retro- reflection as per table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H specification No.801)

-

-

-

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60 cm Circular

2

9026

4513

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60 cm x 45 cm Rectangular

16

69056

4316

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60 cm equilateral triangle

6

19368

3228

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Providing and erecting of direction and place indication Retro-reflectorised sign made out of high intensity prismatic grade sheeting confirming to Type-IV as per IRC 67-2012 and ASTM D 4956 -09, specification and fixed over a back supporting frame of 25mmx25mmx3mm mild steel angle and supported on a mild steel angle iron post 75x75x6mmwith a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 60 cm below ground level. The sign board should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45x45x60cm including cost and conveyance of allmaterials, equipment, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High Intensity retro- reflecetro sheet shall consist of minimum coefficient of Retro- reflection as per table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H specification No.801) for sign having area up to 0.90 Sqm

5

57455

11491

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Providing and fixing reflective road studs of 'cateegory A' raised pavement markers made out of poly carbonate/ methyl methercrylate/ ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values confirming to ASTM D4280. The reflective raised pavemnt makers shall also confirm to the MORTH circular No RW /NH.33023/10/97-DO.III dt: 11.06.97. The height, width and length shall not be less than 15mm, 90mm and 100mm and with minimum reflective area of 13 sq.cm on each side and the slope to the base shall be 35+/- 5 degree. Each reflector shall have a CIL not less thaan value specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19+/- 2mm and height not less than 30 +/- 2mm) from the body is to be a minimum value of 500kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturers recommendation and complte as directed by the engineer. The marker shall support a load of 13635 kg tested in accordance with ASTM D4280 and confirming to IRC 35-2015 guidelines and MORT&H specification 804 etc., complete.

78

37440

480

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Supplying and installation of Delineators(road way indicators, Hazard markers, object markers), 80-100 cm above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75mm dia circular reflectorised panels at the top, burried or pressed in to the ground conforming to IRC 79 etc., complete( as per MoRT&H Sp, No.806)

8

19200

2400

... More
Providing and erecting of Retro - Reflectorized hazard marker Traffic sign made out of high Intensity Prismatic grade sheeting confirming to Type-IV standards of IRC-67:2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild steel angle and supported on a mild steel angle post 75mmx75mmx6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmx45cmx60cm size including cost and conveyance of all materials, equipment,Machinery and laboour with all leads and lifts loading charges necessary for satisfactory completion of the work as directed by the Engineer in charge. High intensity Retro- Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be covered under 7year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67-2012. (as per MORTH&H SpecificationN0.801) (30 X 90 CM rectangular)

4

16000

4000

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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

1

-

27395789

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Add GST at 18%

1

-

4931242

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Total Value put to Tender

1

-

32327031

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Differnce Amount (Excess/less)

1

-

-

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Quoted Amount (Basic Rate Only)

1

-

-

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Add GST at 18% of Quoted Amount

1

-

-

... More
Total Value of Quoted Amount including 18% of GST

1

-

-

... More
Basic cost of value put to tender as per Estimate

-

27395789

-

... More
Quoted Rate in Figures (Total Value of Quoted Amount Including 18% of GST )

-

-

-



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