Rural Works Department Tender

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Rural Works Department Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date9 Jan 2024
Closing Date29 Jan 2024
Tender Amount₹ 5,11,71,087 
Notes
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Costs

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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i) Upto 3m depth

525.14

90817

172.94

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

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-

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II. PCC Grade M-15

29.3

222190

7583.28

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

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-

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Pile Cap in RCC M-30 (Using Batching Plant, Transit Mixer and Concrete Pump)

385.55

3145154

8157.58

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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

584

14181400

24283.22

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

87.62

6282012

71696.1

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Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells including fabricating and setting out as per detailed drawing

4.26

411367

96565.1

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SUBSTRUCTURE

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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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i) Upto 5m height (Using Batching Plant, Transit Mixer and Concrete Pump)

186.55

1583662

8489.21

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ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)

18.9

162137

8578.69

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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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ii) From 5m upto 10m height (Using Batching Plant, Transit Mixer and Concrete Pump)

12.37

107742

8710.01

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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

29.8

2142707

71902.93

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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.

18

836749

46486.07

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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.

168750

140062

0.83

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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

132

18982

143.81

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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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I) Sandy Material

194.73

178466

916.48

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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

92.98

369213

3970.89

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SUPERSTRUCTURE

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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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II. RCC M-30 (Using Batching Plant, Transit Mixer and Concrete Pump)

257.79

2445638

9486.94

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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

46.54

3416585

73411.81

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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

37.16

611749

16462.58

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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

133

497074

3737.4

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Drainage Spouts complete as per drawing and technical specifications Clause 1209

24

34266

1427.77

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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.

7.15

51302

7175.19

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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

16.95

228380

13473.8

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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.)

33.6

272788

8118.72

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

33.6

8808

262.15

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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.

33.6

13618

405.32

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PROTECTION WORK

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

222.52

914837

4111.26

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

81.75

324027

3963.64

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APPROCH ROAD

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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

0.12

8429

70245

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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 .

3615

862177

238.5

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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.

529.31

127950

241.73

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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.

177.48

488350

2751.58

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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 2 as per Technical Specification Clause 405.

126.23

675436

5350.84

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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.

63.11

328422

5203.97

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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 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502.

841.5

44734

53.16

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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.

841.5

15348

18.24

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Providing , laying and rolling of open graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm agreegates either using penetration grade bitumin or emulsion to reqired 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 80-100 KN static roller capacity , ifnished to required level and grades to be followed by seal coat of either Type A or Type B or Type as per Technical Specification clause 508

841.5

185407

220.33

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Providing , laying seal coat sealing the voids in a bituminous surface laid to the specified levels ,grades and cross fall using Type B as per the specification in clause 510 ( With Bituminous Binder S-90 )

841.5

61092

72.6

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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

33326

11108.79

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DIVERSION

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Construction of Diverson & Earthen Dam

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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 .

1200

286201

238.5

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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.

56.25

154776

2751.58

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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row

22.5

174377

7750.11

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MISCLLANIOUS

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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.

30

24285

809.5

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Metal Beam Crash Barrier Type - A, "W" : Metal Beam Crash Barrier 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

160

513222

3207.64

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GST @ 18%

1

7681551

7681551.1

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Labour Cess @ 1%

1

426752

426752.84

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SEIGNOIRAGE FEE

1

250366

250366.18

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Total Cost for 1st Year Maintenance Work

1

7111

7111.9

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Total Cost for 2nd Year Maintenance Works

1

16582

16582

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Total Cost for 3rd Year Maintenance Works

1

22968

22968

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Total Cost for 4th Year Maintenance Works

1

29353

29353

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Total Cost for 5th Year Maintenance Works

1

35737

35737

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GST @ 18%

1

20115

20115.34

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Labour Cess @ 1%

1

1117

1117.52

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SEIGNOIRAGE FEE

1

4148

4148.45



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