Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Bridge Construction
Opening Date22 Nov 2024
Closing Date10 Dec 2024
Tender Amount₹ 25,00,000 
Notes
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Costs

Description

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BOQ Items

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Tack coat Providing and applying tack coat with bitumen emulsion (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503. (ii) Granular surfaces treated with primes @ 0.30 kg /Sqm

2400

17

40800

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5.3 Bituminous Macadam (Providing and laying bituminous macadam as per clause 504 with mixed prepared in minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction) B) With mechanical paver finisher ii) for Grading-II(19 mm nominal maximum size, bitumen content 3.40%)

120

6255

750600

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5.8 Close Graded Premix urfacing/Mixed Seal Surfacing (Mechanical means using minimum 40-60 TPH capacity of HMP. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness using bitumen to the 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 Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade, complete as per clause 508) II With mechanical paver finisher A With bitumen ii Type B ( 13.2 mm to 0.09 mm size aggregates )

2400

146

350400

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Construction of Shoulders (Construction of shoulders as per clause 408 with selected soil from borrow pits / borrow areas having CBR not less than 12 and shall have L.L. and P.I. not more than 25% and 6% respectively, inclusive of all leads and lifts, including clearing and scrapping of existing surface, providing required cross fall, compacting. watering rolling and royalty charges etc. complete. With smooth wheeled roller

200.2

277

55455.4

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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 up to 1000 meters and as per relevant clauses of section-200 in Lime / Cement Concrete Cement Concrete Grade M-15 & M-20

13.86

348

4824

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Stone Masonry Rubble stone masonry in cement mortar.

11.56

240

2775

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Removing all type of hume pipes and stacking within a lead up to 1000 meters including earthwork and dismantling of masonry works around pipes. Up to 1000 mm dia

10.94

400

4376

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Construction of embankment with Material Obtained from Borrow Pits/Borrow Area (Construction of embankment with approved material/selected soil having C.B.R.5 (unless specified otherwise in the contract) 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)

90.5

223

20182

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Excavation for Structures (Earth work 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 and backfilling with approved material.) Ordinary soil Up to 3 m depth

80.5

146

11753

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Providing and laying Reinforced Cement Concrete pipe NP 3 /prestressed concrete pipe on first class bedding. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets). 600 mm dia

10

2617

26170

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900 mm dia

10

5032

50320

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1000 mm dia

10

5528

55280

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1200 mm dia

10

7157

71570

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Plain cement concrete complete as per drawing and Technical Specifications PCC Grade M 15

12.29

3768

46309

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Stone masonry work in cement mortar 1:3 for head wall complete as per drawing and Technical Specifications section 1400 and 2200 Random Rubble Masonry ( coursed or uncoursed )

13.28

3428

45524

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Pointing with cement mortar (1:3 ) on stone masonry head walls as per Technical specifications section 1300 and 2200

39

32

1248

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification 710.1.4 of I.R.C. 78 and 2200. (i) Granular material

30

905

27150

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Replacement of damaged concrete railing (Dismantling the old railing and disposal of dismantled material)

4.6

2035

9361

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Providing cement plaster 12 mm thick in cement mortar 1:3 complete as per drawing and specifications as per section 1000 & 1300.

47

100

4700

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Providing and laying Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications section 1500, 1700 and 2200 (Newly laid concrete shall be covered by gunny bags). Height upto 5m Using concrete Mixer P.C.C. Grade M-15

10.1

4880

49288

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P.C.C. Grade M-20

6.9

5551

38302

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Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications as per relevant clauses of section 1500, 1600,1700 and 2703 (vide drawing No. SD/202, SD/304)

15.4

1874

28860

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Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. (vide drawing No. SD/201, SD/304)

22

1819

40018

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Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ and made with nominal mix of M-15 grade cement concrete with a minimum cement content of 250 kg/cum as per specification.

8.7

4705

40934

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Curtain wall complete as per drawing and Technical specification as per section 2507.2 Cement concrete Grade M15

9.9

4613

45669



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