Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date28 Dec 2024
Closing Date22 Jan 2025
Tender Amount₹ 4,07,00,000 
Notes
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Costs

Summary

Construction Of 3x12.50m Span Rcc Bridge, Approach Road, Additional Approach Road And Pretection Work Over Pandu River Between Village Kasigawan And Nayapurwa Road Under Block Kakwan.

Description

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BOQ Items

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Sinking of 4.0 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications Specification no.1200 as Item no.12 A(ii). Depth of sinking is reckoned from bed level.(Beyond 3.0M up to 10.00M)

28

27250

763000

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Sinking of 4.0 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications Specification no.1200 as Item no.12 A(iii).. Depth of sinking is reckoned from bed level.(Beyond 11.00M to 18.00M)

32

34150

1092800

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Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification Specification no.1200 & 1900 as Item no.12.10.

3

118100

354300

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Plain/Reinforced Cement Concrete M-30 Cement Concrete in well Foundation complete as per drawing and Technical Specifications Specification no.1200,1500 & 1700 as Item no.12.11A(iii).

301

9500

2859500

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Plain/Reinforced Cement Concrete M-25 in Well Foundation Complete as per drawing and technical specifications no.1200,1500 &1700 as Item no.12.11 C.

893

8130

7260090

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Plain/Reinforced Cement Concrete M-20 in Well Foundation Complete as per drawing and technical specifications no.1200,1500 &1700 as Item no.12.11 D.

16.5

7700

127050

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Sand Filling in Wells complete as per drawing and technical specifications no.1207as Item no.12.21.

620

1300

806000

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Plain/Reinforced Cement Concrete M-30 in Well Foundation Complete as per drawing and technical specifications.(Well cap)

142

8380

1189960

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Supplying fitting and placing of Un-Coated HYSD Bars reinforcement in foundation complete as per drawing and technical specifications no.1600 as Item no.12.42.

129.5

78325

10143087.5

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Supplying fitting and fixing in position true to line and level elastomaric bearing confirming to IRC 83 Part-II section-IX and clause 2005 of MORTH specifications complete including all accessories as per drawing and technical specifications no.2000 & 2200 as Item no.13.16.

18

21150

380700

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Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 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 and clause 2606 of MoRTH specifications no.2605 as Item no.14.19 C.

33

10960

361680

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Drainage Spouts complete as per drawing and Technical specification no.2705 as Item no.14.09.

18

5650

101700

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Furnishing and placing Reinforced M-35 cement concrete in Super-structure complete as per drawing and Technical Specifications no.1500,1600 &1700 as Item no.14.1 .

184

9600

1766400

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Crash Barrier for bridge (Height 1550 mm) as per details given IRC-5 (fig-3)(Surface Area-0.514 sqm .For 1 meter length) no.800 as Item no.14.15 B.

78.5

8700

682950

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PCC M15 Grade as levelling course below approach slab complete as per drawing and technical specifications no.1500,1700 & 2100 as Item no.12.08 A.

10

11300

113000

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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification no.1500,1600 , 1700 & 2704 as Item no.14.11.

20

11600

232000

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Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.as per drawing and Technical specification no.800 as Item no.14.16.

76.5

71

5431.5

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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications 2702 as Item no.14.04.

22

13710

301620

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Providing and laying Filter material of 40mm stone-ballast underneath pitching in slopes complete as per drawing and Technical mord specification 1300 as Item no.14.01 .

141

3865

544965

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Providing and laying boulders apron on river bed/Slope Pitching for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification mord specification 1300 as Item no.14.06 .

283

4100

1160300

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Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical mord specification 1300 as Item no.14.05 .

406

3380

1372280

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Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and backfilling in trenches with excavated suitable material as per drawing and Technical mord specification 302 as Item no.3.50 .

26

180

4680

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Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size... compected by vibration including curing for 14 days as per drawing and Technical mord specification 800 as Item no.11.00 . .

19

6650

126350

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Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203

21.6

6870

148392

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Providing and laying reinforced cement concrete M 20 grade in superstructure as per drawing and technical specifications clauses 1500 as Item no.14.10 .

3

7345

22035

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Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure/superstracutre as per technical specification clauses 600 item no.13.19

145

200

29000

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Construction of embankment with approved material obtained from borrow pits(carted earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 . as per Technical Specification clause 301.5 (For Approch Road)

5662

210

1189020

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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader 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.

385

3810

1466850

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Providing ,Laying ,spreading and compacting stone aggregates of 63-45 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening,binding materials to fill up theinterstices of coarse aggregate ,watering and compacting to the required density complete as per Technical Specification Clause 405.

215

4690

1008350

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Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with Smooth wheel roller 80-100 KN in stages to proper grade and camber ,applying and brooming ,Stone screening to fill up the nterstices of coarse aggregate ,watering and compacting to the required density complete as per Technical Specification Clause 405.

215

4540

976100

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Construction of Shoulder with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 (For Approch road)

76

210

15960

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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 kg/sqm using mechanical means as per Technical Specification Clause 502

2892

32

92544

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Tack Coat (i) Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.Clause 503. MORD

2892

15

43380

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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness compesed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by Type C seal coat as per Technical Specification Clause 508 Mord

2892

200

578400

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Providing and laying Seal Coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 Mord (Type-C)

2892

65

187980

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Brick edging on both sides of the road with first class bricks 8 cm wide & 12 cm deep laid with mudmortar including labour & supply of bricks finished to required template and in proper alingment and also including dressing & ramming the excavated earth as directed by the Engineer - in -charge.

0.67

80800

54136

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Laying brick soling on prepared sub-grade with brick on end edging according to lines,graded and cross-section shown on the drawing filling joints with sand and earth,spreading 25 mm thick layer of earth over brick soling,watering and rolling the same with three wheeled road roller 80-100 kN as per Technical Specification Clause 412

150

590

88500

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Construction of embankment with approved material obtained from borrow pits(carted earth) with a lift upto 1.5m & lead up to 1000 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 . as per Technical Specification clause 301.5 (For Add.Approch road)

10600

130

1378000

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Construction of Shoulder with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5(For Add.Approch road)

76

120

9120

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Earthwork in excavation of foundation of structures as per drawing and technical specification,including setting out,construction of shoring and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom,brakfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.complete as per Technical Specification Clause 302 as item no.3.5(iii) MORD.

25

80

2000

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Laying reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls and parapets (1000 mm dia Pipe) complete as per Technical Specification Clause 1100 item no.9.3 MORD.

7.5

4850

36375

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Brick masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastering as per drawing and technical speficiations complete as per Technical Specification Clause 600 item no.12.00 MORD.

10

6690

66900

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Pointing with cement mortar (1:3) on brickwork in sub structure & super structure as per drawing and technical specification complete as per Technical Specification Clause 600 item no 12.20 MORD.

46

80

3680

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Laying reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation,protection works,back filling,concrete and masonary works in head walls and parapets (750 mm dia pipe) complete as per Technical Specification Clause 1100 item no.9.3 MORD.

7.5

3280

24600

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Lettering and painting of culvert and parapet etc.complete.

2

1000

2000

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Providing and fixing of Hectometere stone as per IRC-8 including painting and letter writing etc as per direction of E/I. (Hecto mt. -stone)

4

750

3000

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Providing and fixing of kilometere stone as per IRC-8 including painting and letter writing etc as per direction of E/I.(Km -stone).

2

2500

5000

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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 811

200

3107

621400



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