Rural Works Department Tender

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Rural Works Department Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date10 Jan 2025
Closing Date20 Jan 2025
Tender Amount₹ 3,09,63,178 
Notes
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Costs

Summary

State Scheme/24-25/bikramganj/01

Description

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BOQ Items

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DO_NOT_SHOW

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I. Ordinary Soil

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-

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i) Upto 3m depth

526.26

412

216977

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Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.

-

-

-

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II. PCC Grade M-15 (Levelling Course for Pile Cap)

9.66

6434

62153.7

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R.C.C. grade M 30 in Pile Foundation complete as per Dwg & Tech Specification.

-

-

-

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Pile Cap in RCC M-30

239.61

7294

1747832.75

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Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.

-

-

-

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II. 1200 mm Dia

408

23515

9594144.48

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Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

59.45

66460

3951079.7

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SUBSTRUCTURE

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-

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R.C.C. grade M-30 in Substructure complete as per Dwg & Tech Specification

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-

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RCC M-30

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-

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i) Upto 5m height (Using Concrete Mixer)

156.27

7615

1190041.37

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ii) From 5m upto 10m height (Using Concrete Mixer)

4.34

7703

33435.23

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R.C.C. grade M-35 in Substructure complete as per Dwg & Tech Specification

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-

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RCC M-35

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-

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ii) From 5m upto 10m height (Using Concrete Mixer)

9.14

7803

71319.79

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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

20.48

66676

1365530.42

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Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications.

12

48076

576915.6

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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.

131475

-

113068.5

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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

120

141

16944

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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

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-

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I) Sandy Material

165.21

941

155593.13

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Providing and laying filter media with granular crushed aggregates (Jhama Metal) as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8

81.12

3761

305162.08

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SUPERSTRUCTURE

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-

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Providing and laying reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5

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-

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II. RCC M-30

90.66

8615

781055.85

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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in superstructrue complete as per drawings and technical specification Clauses 1002, 1010 & 1202

17.5

68249

1194372.38

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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

16.48

15051

248051.52

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Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3

79.92

3418

273239.29

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Drainage Spouts complete as per drawing and technical specifications Clause 1209

16

1357

21718.72

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P.C.C. M-15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specificatios Clauses 800 & 1211.

8.87

6112

54221.69

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Reinforced Cement Concrete M-30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211

20.11

12213

245609.66

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Strip Seal Expansion Joint (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.)

25.35

13181

334138.86

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Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

25.35

253

6433.83

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Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.

25.35

356

9043.36

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PROTECTION WORK

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-

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Providing and laying boulder pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302

267.97

3905

1046513.96

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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

81.01

3757

304424.24

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E. APPROCH ROAD

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-

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Clearing and Grubbing Road Land ( By manual means) including uprooting wild vegetation , grass ,bushes ,shrubs , saplings and trees of girth upto 300mm , removals of stumps of such trees cut earlier & disposal of unserviceable materials & stacking of serviceable materials to be used or auctioned upto a lead of 1000 m including removal and disposal of top organic soil not exeeding 150mm in thickness as per technical specification - clause 201.1 and direction of E/I

0.08

73248

5859.9

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Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .

3267

240

785778.84

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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

79.13

243

19291.1

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Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

82.62

3147

260062.15

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

28.69

4831

138601.68

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Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.

382.5

53

20635.88

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Providing and applying tack coat with bitumen emulsion (RS ) using emulsion distributor @ 0.2 to 0.25 kg per sq m on the prepared bituminous surface cleaned with hydraulic broom as per technical specification clause 503.

382.5

18

7087.73

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Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 Type B

382.5

259

99434.7

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Providing and Fixing 'Logo' of Project informayory sign board with Logo as per MORD specifications and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5 m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 Nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600 mm,600 mm,600 below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12SWG steel plate tube. All M.S will be stove enameled on both sides. Lettering and printing arrows, border etc, will be painted with ready mixed synthetic enamer paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 abd Annexure 1700.1.

3

10557

31673.67

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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

20

878

17560

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Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704

135

619

83565

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E. DIVERSION

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Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m , transporting to the site spreading , grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 .

480

240

115449.6

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Granular Sub-base with Well Graded Material (Table 400.1) Grading II -Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

22.5

3147

70823.03

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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row (2 ROW)

20

7419

148394.2

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E. MISCELANEOUS

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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (PCC Work/RCC)

38

1653

62833.38

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SEIGNOIRAGE FEE =

1

96583

96583.98

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18% GST =

1

4658878

4658878.06

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1% LABOUR CESS =

1

258826

258826.56

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Total Cost for 1st Year Maintenance Work

1

21749

21749

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Total Cost for 2nd Year Maintenance Works

1

23087

23087

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Total Cost for 3rd Year Maintenance Works

1

24638

24638

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Total Cost for 4th Year Maintenance Works

1

26048

26048

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Total Cost for 5th Year Maintenance Works

1

27455

27455

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SEIGNOIRAGE FEE =

1

13845

13845.2

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18% GST =

1

24628

24628

... More
1% LABOUR CESS =

1

1368

1368.22



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