Public Works Department Tender

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Public Works Department - PWD Tender

Works
Eprocure
Opening Date16 Dec 2020
Closing Date13 Jan 2021
Tender AmountRefer Documents 
Notes
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Costs

Description

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BOQ Items

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Levelling Course for Pile Cap Providing and laying of PCC M-15 levelling course 100 mm thick below the pile cap. (including centering, shuttering staging etc. but excluding reinforcement) Case-I : Using Concrete Mixer

94.77

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6054.3

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Reinforced cement concrete in pile cap complete as per drawings & MoRT&H technical specifications Clauses 1100, 1500, 1700. ( including centering shuttering, staging etc. but excluding reinforcement ) RCC M 30 Grade Case - I : Using concrete mixer

1075.84

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7240

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Supplying, fitting & placing Thermo-mechanically treated bar / cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRT&H technical specifications Clauses 1600

139.67

-

57495.1

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Pile load test on single vertical pile in accordance with IS-2911(Part-IV)

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-

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a. Initial and routine load test

480

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500

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b. Lateral load test

50

-

8300

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Sub-Head: Bridge (Substructure)- Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement ) RCC M 25 Grade Case - I : Using Concrete Mixer

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-

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i) Height upto 5m

242.23

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7623.3

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i) Height above 5m upto 10m

146.49

-

7838.5

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ii) RCC Grade M-30 for Pedestal & Seimic Arrestor Blocks

56.24

-

7623.3

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Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar reinforcement in substructure complete as per drawings & MoRT&H technical specification Clauses 1600, 2200.

58.35

-

57559.5

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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 or PVC pipe (110mm OD of 6.0 kg/cm2 pressure) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRT&H technical specification Clauses 2706,2200.

72

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219.5

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Backfilling behind abutment, wing wall and return wall complete as per drawings, clause 710.1.4 of IRC:78 & MoRT&H technical specification Clause 2200. i)Sandy material

198.23

-

530

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Providing and laying filter media with jhama brick aggregates 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 MoRT&H technical specification Clause 2504.2.2

89.02

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2418.2

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Supplying, fitting & fixing in position true to line & level elastomeric bearing conforming to IRC:83 ( Part-II ), Section IX complete including all accessories as per drawings & MoRT&H technical specification Clause 2005

535680

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1.2

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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, complete 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 MoRT&H Specifications complete as per drawing and Technical Specifications Clause 2004.

16

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51448.1

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C) Sub Head: Bridge (Super Structure) - Plain / Reinforced cement concrete in superstructure including all formworks as per drawings and MoRT&H technical specifications Clauses 1500, 1700, 2100.(including centering, shuttering, staging etc but excluding reinforcement.) For Box bridge superstructure (Rate taken same as for T-beam & slab superstructure)

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-

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i) RCC grade M-25 (Height from 5m to 10m)

787.5

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8946.2

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Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed stee bar reinforcement in superstructure complete as per drawings & MoRT&H technical specification Clauses 1600.

130

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58155.2

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Construction of RCC railing of M 30 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 (No. SD / /202) including all formworks required and MoRT&H Technical Specification Clause 2703, 1500, 1600, 1700. (including centering, shuttering, staging etc. and reinforcement ).

279.68

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1720.1

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Providing and placing in position drainage spouts complete as per drawing (SD / 205 ) and MoRT&H Technical Specification Clause 515, 2705.

48

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6696.4

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PCC M-15 Grade levelling course below approach slab complete including all formworks required as per drawing and MoRT&H Technical Specification Clause 2700.

6.13

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6054.5

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Reinforced Cement Concrete approach slab including reinforcement and formwork complete as per drawings and MoRT&H Technical Specification Clause 2704, 1500, 1600, 1700. RCC M-30 Grade

21.69

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10007.4

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Prime Coat - 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 0.6 kg/sqm using mechanical means as per MoRT&H Technical Specification Clause 502.

1090.75

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26.2

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Bituminous Concrete Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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 MORT&H specification clause No. 509 complete in all respects. A. Grading I :With Bitumen (60-70 Grade) VG-30

54.54

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13822.9

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Mastic Asphalt wearing course - Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat 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 fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005 cum 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 not less than 100 degree C, protruding 1 mm to 4 mm over mastic surface, all complete as per MoRT&H Technical Specification Clause 515, 2702.

1090.75

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370.8

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Painting on concrete surface - Providing and laying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ 1 litre for 2 sqm as per drawings and MoRT&H technical specification Clause 800.

2489.77

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41.3

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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 as per drawings and MoRT&H Technical Specification Clause 2607.

43.15

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10197.5

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Compressible fibre board - Providing & fixing 20mm thick compressible fibre board in expansion joint complete as per drawings & MoRT&H Technical Specification clause 2605.

15.36

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221

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Filler Joint - 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 MoRT&H technical specifications clause 2605

15.36

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321



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