Works Department Tender

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Works Department - EICCL Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date20 Dec 2024
Closing Date3 Jan 2025
Tender Amount₹ 6,87,33,365 
Notes
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BOQ Items

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DO_NOT_SHOW

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a. As levelling course

233.89

4781

1118445.61

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b. In foundation

19.1

4905

93698.49

... More
c. Sub-Structure

1136.93

5450

6196495.89

... More
R.C.C. M-30 grade with form work using 20mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section -1500, 1600, 1700 & 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & of materials, cost of labour, machinery, T&P etc complete.

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-

-

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a) In Foundation

472.95

6770

3201985.01

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b) Sub-Structure

421.51

9051

3815479.01

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c) Abutment & Pier Cap

61.71

11766

726123.06

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d) Super-Structure (In Girder & Deck Slab)

531.91

16140

8585394.42

... More
R.C.C. M-40 grade for pedestal with formwork using 20mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality of materials, cost of labour, machinery, T&P etc complete

2

9673

19346.3

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Providing laying of elastomeric bearing catering to right maximum horizontal movement upto 50mm complete as per drawings and standard specification to be installed by the manufacturer/ Supplier or their authorised representatives ensuring compliance to manufactures' instruction for installation complete in all respect and as per direction of the Engineer-in-charge

460800

-

211968

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R.C.C. M-30 grade in Approach slab Including steel with form work using 20mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section -1500, 1600, 1700 & 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & of materials, cost of labour, machinery, T&P etc complete.

27.3

10732

292985.78

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Providing laying of modular strips seal expansion joint catering to maximum horizontal movement upto 70mm complete as per drawings and standard specification to be installed by the manufacturer/ Supplier or their authorised representatives ensuring compliance to manufactures' instruction for installation complete in all respect and as per direction of the Engineer-in-charge

44

12167

535376.6

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P.C.C. M-20 Grade in foundation bed and Sub-Structure with formwork using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section - 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision) and as directed by the Engineer-In-Charge.

122.33

8637

1056594.79

... More
Supplying fitting and fixing HYSD bars reinforcement in foundation, substructure and superstructures as per drawing and technical specifications as per section 1600 of MORT&H specifcation and direction of the Engineer-in-charge.

241.2

88170

21266657.06

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R.C.C. M-25 grade with formwork using 20mm to 10mm size crushed stone aggregates mixed by concrete mixer/Batch Mix Plant, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & of materials, cost of labour, machinery, T&P etc complete.

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-

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In Foundation

118.13

6254

738789.75

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In Sub-Structure

112.83

10294

1161492.33

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Provision of an Reinforced cement concrete crash barrier Including steel at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified

60.2

4467

268927.25

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Providing fitting and fixing of GI Pipes & supporting plate over crash barrier using 50 mm NB MS medium pipe with 8 mm thick MS vertical and 122 mm thick base plate @ 1500 mm c/c in position cost of material and labour for electrodes, cutting gas, sealant, anti-corrosive bituminous paint, mild steel grating etc. complete as per specification and direction of the Engineer-in-charge

60.2

956

57610.8

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Providing, Fitting & Fixing of Drainage Spouts in Deck slab as per approved Drawing & Technical Specifications and as per Section 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance & other taxes of materials, cost of labour, T&P etc complete.

24

1341

32201.04

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Providing weep holes in abutment and retaining wall of CD works etc with 110mm dia P.V.C. pipe as per approved drawing and technical specifications as per Section 2200, 2700 (Clause 2706) of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

253.1

317

80283.32

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Providing and laying of filter media/ metal spall backing in the rear side of retaining wall,abutment etc using hard broken granite stone aggregate (45mm size) to the required thickness with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment and retaining wall/ wing wall of CD works etc to the full height compacted to a firm condition complete as per approved drawing and technical specifications as per Section 900 & 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

358.05

2367

847772.89

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Gravel backing to aprons & revetments and providing filter material using gravel underneath pitching in slopes as per approved drawing and technical specifications as per Section 900, 1000 & 2500 (Clause 2504.2.2) of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

392.75

950

373446.34

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Back filling behind abutment wing walls & return wall using sand complete as per approved drawing & technical Specifications and as per Section 2200 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete in all respect and as per direction of the Engineer-in-charge.

129.6

888

115161.26

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Rough stone dry packing in aprons and revetments, stone pitching in slopes and boulder apron of CD works etc with hard stone of size 30 cm and above and weighing not less than 40Kg as per approved drawing and Section 2500 (Clause 2504) of specifications for road and bridge works of Ministry of Road Transport & Highways (5th 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.

21.22

1939

41164.68

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Grouting aprons and revetments of 23cm deep with cement concrete (1:4:8) using 2.5cm size hard crusher broken coarse aggregates as per approved Drawing & Technical Specifications for finished item of work including cost, conveyance, royality & other taxes of materials, cost of labour, T&P etc complete as per the direction of the Engineer-in-charge.

42.43

322

13678.16

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

9480

8

78399.6

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Loosening to a depth of 150mm, leveling and compacting original ground supporting embankment /sub-grade as per approved drawing and technical specifications as per Section 900 and Clause 305, 305.3.4 of MoRT&H Specification for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

892.05

36

32122.72

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Providing and laying Granular Sub-base of Grade-IV stone screening materials as per approved drawing and technical specifications as per Section 900 and Clause 401 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

905.55

1785

1617303.24

... More
Providing Wet Mix Macadam using crushed stone aggregates as per approved drawing and technical specifications as per Section 900 and Clause 406 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

1450

2142

3106320.5

... More
Providing and applying primer coat to prepared surface of granular base with slow setting bitumen emulsion (Grade S.S.-1) as per approved drawing and technical specifications as per Section 900 and Clause 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

5800

37

218138

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Providing and applying tack coat on the prepared bituminous surface with rapid setting bitumen emulsion (Grade R.S.-1) as per approved drawing and technical specifications as per Section 900 and Clause 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

6521.44

12

81713.64

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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 cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515 and as per direction of Engineer-in-Charge.

721.44

1355

977551.2

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Providing and laying 40 mm av. thick compacted Bituminous Concrete (Grading-II) using 60/70 grade Bitumen and crusher broken hard granite aggregates of specified grading, premixed with bituminous binder @ 5 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 clause No.501, 508 and section 900 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.

36.07

9787

353023.22

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Providing & laying 60 mm av. thick compacted Bituminous Macadam (Grading-II ) using 60/70 grade Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 % by weight of total mix and filler, transporting the hot mix to works site, lying with 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 compacting as per Clause No.106, 108, 111, 112, 501, 503 , 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th 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.

290

7405

2147684.9

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Providing and laying 25 mm av. thick compacted Semi Dense Bituminous Concrete (Grading-II) using 60/70 grade Bitumen and crusher broken hard granite aggregates of specified grading, premixed with bituminous binder @ 5 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 clause No.501, 508 and section 900 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.

145

9476

1374073.65

... More
Construction of embankment with approved materials obtained from borrow pits with all lifts and leads transporting to site, spreading, grading to required slope and compacting to meet required density etc complete as per Clause No.305 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th 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.

27728.2

203

5647402.49

... More
Construction of embankment with approved materials deposited at site from road-way cutting and other structures with all lifts and leads graded and compacted to meet requirement as per approved drawing and technical specifications as per Section 900 and Clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

1434.25

35

51346.15

... More
Providing and laying compacted granular materials over shoulder/ Road surface by using moorum having required PI value with sand admixture if required as per approved drawing & technical specification and as per clause 407 of MoRT&H specification for road and bridge works (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge

377

730

275421.12

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Painting two coats of Synthetic enamel paint (with any approved paint) with cost, conveyance, taxes of all materials and labour with T&P required for the work etc.complete in all respect as per direction of Engineer in charge.

141.28

82

11685.27

... More
Painting two coats with water bound cement paint of approved quality and shade over concrete surface of approved quality at any elevation on kerb and guard posts etc including cost of painting , all materials, T&P required for the work complete for the finished item of work as per technical specifications as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

141.28

56

7941.35

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Supplying fitting and fixing of 15 cm dia 1mtr long guard posts of RCC 1:2:4 using 3.5 kg of steel for each guard post with BHG chips including cost of all reinforcement material centering shuttering etc complete as per direction of engineer in charge.

70

97

6794.2

... More
Providing road marking with Hot applied thermoplastic compound 2.5mm thick including reflecterising glass beads @ 250 grams per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC - 35 and as per Clause - 803.1, 803.2, 803.4.1, 803.4.2, 803.4.4, 803.6 to 803.8 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).

184.07

280

51714.47

... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm , firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.

-

-

-

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a) 90 cm equilateral triangle Cautionary sign boards

4

5734

22938.28

... More
b) 60 cm Circular size

4

5176

20704.72

... More
c) 80 x 60 cm Rectangular size

4

6793

27175.64

... More
d) 90 cm High Octagone

4

8370

33482.24

... More
e) 60 x 45 cm (Hazard Marker)

10

5069

50694.1

... More
f) 1200 x 900 cm Informatory Board

1.92

13066

25086.87

... More
Providing & erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated steel metal beam rail, 70cm above road/ ground level fixed ISMC series channel vertical post 150mm x 75mm x 5mm spaced 2m centre to centre, 1.8m high, 1.1m below ground / road level, all steel part & filments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause-811 of MoRT&H Specifications for Road & Bridge works (5th Revision).

200

5256

1051250

... More
Laying R.C.C pipe NP4/Prestressed Concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with Cement mortar(1:2) but excluding excavation, protection work back filling concrete and masonry works and as directed by the Engineer-In-Charge.

25

7532

188321.75



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