Works Department Tender

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Works Department - EICCL Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date22 Nov 2024
Closing Date6 Dec 2024
Tender Amount₹ 9,00,59,732 
Notes
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Description

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BOQ Items

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P.C.C.M-15 Grade in Foundation work using 40mm to 10mm size crushed stone aggregates using batch mix plant laying in layers and compacting by vibrator & all leads and lifts including frame works etc as per approved Drawing & Technical Specifications and as per Section -1500, 1700, 2100 & 2200 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).

475.93

5444

2591134.25

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R.C.C. M-30 grade in Foundation and Retaing Wall as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision).

640.64

6794

4352924.58

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R.C.C. M-30 grade in Substructure Abutment/Pier Shaft,Abutment/ Pier Cap & corbel as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision).

659

8413

5544779.87

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R.C.C. M-30 grade in Substructure Dirt Wall as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision).

23.72

12480

296048.61

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R.C.C. M-30 grade in Substructure Return Wall and Wing Wall as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision).

120.8

10156

1226958.35

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R.C.C. M-40 grade in Super structure Bearing Pedestal as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision)

3.55

12219

43378.87

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Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

768000

-

453120

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RCC M -30 Grade in Superstructure work in Girders & Deck Slab including cost of all materials , labour charges for machinaries , T& P , centering ang shuttering , charges towards casting yard , casting bed, roads for lifting and launching of the girders including charges towards providing cranes , vehicle with trailer for lifting and to support the erection of girder for launchig and placement at the required height and position including all chargers for arrangement for movement of cranes , trailers of required nos. and capacity complete. but excluding cost and labour for M.S reinforcement , H.T steel, wire / strand , sheathing , Bearing plate , Tobe 'units' wedges etc. accessories , charges towards stressing and grouting , hire charges of Jack and other equipment required for stressing and grouting.

957.25

19787

18941153.61

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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement complete as per Drawing and Technical Specifications and as per direction of Engineer-in-Charge.

352.93

88520

31241423.6

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Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.

78

12289

958567.74

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Providing reinforced cement concrete crash barrier at the edges of road, approaches to bridge structures and medians,constructed with M40 grade concrete with HYSD reinforcement conforming to IRC :21 and dowel bars 25mm dia , 450 mm long at expansion joints filled with pre-moulded asphalt filler board keyed to the structure and installed as per design given in the MOST circular No RW/NH-33022/1/94-DO III dated 24th June,1994 and as per dimensionsin the approved drawing and at locations directed by the Engineer.

220

3857

848647.8

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Supplying & fixing Stainless Steel pipe & supporting plate over crash barrier using 50mm NB MS medium pipe with 8mm thick MS plate vertical and 122mm thick base plate @ 1500mm c/c in position as per approved drawing and technical specifications including painting enamel paint as per Clause 808 of MoRT&H Specifications for Road & Bridge works (5th Revision).

220

941

207132.2

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Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in Table 500-29, prepared by using mastic cooker and laid to required level and slope after cooking the surface,including providing anti-skid surface with bitumen precoated fine grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10 sqm and an approximate spacing of 10 cm center to center in both direction ,pressed into surface when the temperature of surfaces is not less than 100° C ,protruding 1 mm to 4 mm over mastic surface, all complete as per Clause 515.

1320

1358

1793523.6

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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 0.60 kg/sqm using mechanical means.

3525

35

125243.25

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Providing and laying bituminous concrete with 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

66

10183

672113.64

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Providing and fixing drainage spouts in deck slab with 100 mm diameter G.I pipe complete for finished item of work as per approved drawing and technical specifications as per section 2700 of MoRT&H Specifications for Road & Bridge works (4th Revision) and as per direction of Engineer-in-Charge.

30

1415

42477.9

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R.C.C. M-30 grade in approach slab including steel of C.D. work as per approved drawing & technical specifications and as per Section -1500, 1700 & 2700 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).

24.78

11220

278048.2

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Painting two coats with enamel paints over a coat of primer in road kerb & post of approved shade for finished item of work as per the direction of the Engineer-in-charge.

605.01

82

50040.38

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P.C.C.M-20 Grade in Substructure of CD work using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works etc as per approved Drawing & Technical Specifications and as per Section -1500, 1700, 2100 & 2200 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).

127.5

6860

874725.23

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Gravel backing to revetments as per approved Drawing & Technical Specifications and as per Section 2500 of MoRT&H Specifications for Road & Bridge works (Latest Revision).

90.13

947

85436.93

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Rough stone dry packing in aprons and revetments, stone pitching in slopes and boulder apron etc with hard stone of size 30 cm and above and weighing not less than 40Kg as per approved drawing and Section 2500 of specifications for road and bridge works of Ministry of Road Transport & Highways (4th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.

300.42

2487

747186.6

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Providing and laying of Filter media with stone crushed aggregates of 45 mm size satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

262.82

3176

834761

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Grounting approns and revetments 23cm deep with cement concrete (1:4:8) as per approved drawing and specifications for finished item of work complete in all respect as per direction by the Engineer-in-Charge.

600.84

345

207349.88

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Back filling behind abutment, wing wall and return wall with Boulders Grouted with cement mortar (1:6) complete as per drawing and Technical Specification in all respect as per direction by the Engineer-in-Charge.

909.52

4673

4250941.86

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Providing Weep Holes of 100mm dia using A.C./ PVC pipe including fixing with cement mortar as per approved Drawing & Technical Specifications and Clause -2706 of MoRT&H Specifications for Road & Bridge works (5th Revision).

470

92

43639.5

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Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

6300

8

52101

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Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.

945

36

34029.45

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Construction of embankment with approved materials deposited at site from roadway cutting and excavation of foundation of other structures graded and compacted to meet requirement of table 300-2) and as per Clause -305 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).

2698.31

35

96599.5

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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 and as per Clause -305 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).

11283.31

203

2298071.75

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Providing compacted granular materials in shoulder by using moorum having required P.I. value with sand admixture if required as per approved Drawing & Technical Specifications and as per Clause - 407 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).

94.5

964

91117.85

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Construction of granular sub-base by providing GSB Grading-VI material as per Table 400-2, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401

642.6

2737

1759143.2

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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 as per Clause 406 of MoSRT&H Specifications for Road & Bridge works.(Latest Revision)

590.6

2873

1697012.32

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Providing and applying tack coat with rapid setting bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous surface cleaned with mechanical broom.

2205

12

27319.95

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Providing 50mm thick Bituminous Macadam using crushed stone Gr.-2 materials & 60 / 70 penetration grade of bitumen as per approved Drawing & Technical Specifications and as per Clause -504 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).

110.3

7896

870970.71

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Providing 25mm thick S.D.B.C. using crushed stone Gr.-2 materials & 60 / 70 penetration grade of bitumen as per approved Drawing & Technical Specifications and as per Clause -508 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).

55.1

9852

542899.75

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Providing and erecting direction and place identification retro-reflectorized sign as per IRC 67made of high intensity grade sheeting vide Clause 801.3, fixed over Aluminium sheeting 2mm thick supported on a mild steel single/double angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade concrete 45 x 45 x 60 cm, 60 cm below ground level as per drawing and technical specfication Clause 801 of of specification for road & bridge works (5th revision) & as directed by Engineer in charge.

-

-

-

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90 cm Equilateral traingle

3

5786

17360.91

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60 cm Circular

3

5228

15685.68

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80 cm x 60 cm rectangular

3

6846

20538.87

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90 cm high octagon

3

8414

25244.22

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Supplying, providing 2.5 mm thick hot applied thermoplastic road marking material homogeneously composed of aggregate pigment,resin,glass reflectorizing beads with colour of the compound white as per IS 356 as specified in the drawing conforming to clause no 803 of specification for road & bridge works (5th revision) & as directed by Engineer-in-charge.

200.14

278

55765.01

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Supplying and fixing 15cm dia 1.00m long Guard posts of R.C.C.m-15 using 7.5Kg of steel for each guard post with 12mm size Black hard granite stone chips including cost of all renforcement & materials centering & shuttering & watering curing etc. complete.

200

425

85126

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Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810

200

5256

1051250

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Providing filling sand well watered and rammed ompacting by vibrator & all leads and lifts etc as per approved Drawing & Technical Specifications and as per Section -2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).

64.8

1213

78629.62

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P.C.C. M-15 in Substructure with complete shuttering and staging using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works etc as per approved Drawing & Technical Specifications and as per Section -1500, 1700, 2100 & 2200 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).

686.88

5532

3800163.6



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