Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Eprocure
Opening Date19 Nov 2024
Closing Date3 Dec 2024
Tender Amount₹ 87,88,299 
Notes
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Costs

Description

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20 mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/ modified bitumen) Binder: Providing , laying and rolling of open-graded premix carpet of 20 mm thickness composed 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 seal coat of either Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 508.

3346.88

362

1213576.88

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Tack coat using hot straight run bitumen of grade VG-30 on W.B.M. Providing and applying tack coat using hot straight run bitumen of grade VG-30, including heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On W.B.M.@ 0.75 kg/ sqm.

862.5

57

49317.75

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Tack coat using hot straight run bitumen of grade VG-30 on bituminous surface: Providing and applying tack coat using hot straight run bitumen of grade VG-30, including heating the bitumen, spraying the bitumen, cleaning and preparing the existing road surface as per specifications: On bituminous surface @ 0.50 Kg/ Sqm.

2484.38

42

105138.96

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Seal Coat: Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A or Type B or Type C or Type D as per MoRD Technical Specification Clause 510. Case - IV : Type D (premix with fine sand): Bitumen (60/70 Grade) VG-30

3346.88

80

267951.21

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Seal Coat on old bituminous road surface: Sand seal coat on old bituminous road surface by applying Viscosity Graded (VG-30) bitumen @ 1.00 kg per sqm using rubber brush after proper cleaning of the road surface and spreading of river sand @ 0.06 cum/sqm complete as per specifiation and direction of the Engg-in-charge.

493.4

101

50159.04

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Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of material / irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MoRD technical specification Clause 1903.

618.6

46

28641.18

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Maintenance of Earthen shoulder (Stripping of excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and MoRD technical specification Clause 1903.

576.5

19

11011.15

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Excavation for structure:- Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and MoRD technical specification Clause 1104, 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.

480

458

219936

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Filling in foundation trenches as per drawing & MoRD technical specification Clause 305.3.9, 1200.

36.45

1785

65069.08

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Providing concrete for plain/reinforced concrete in open foundations complete including formwork as per drawings & MoRD technical specifications Clauses 802, 803, 900, 1202 and 1203. (including centering, shuttering, staging etc. but excluding reinforcement). i) PCC M10 (Nominal mix 1:3:6)

64.84

10875

705153.8

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ii) RCC grade M 25

21.06

13237

278736.17

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Plain/Reinforced cement concrete in substructure complete including formwork as per drawings & MoRD technical specification Clauses 802, 804, 805, 806, 807, 900, 1202 & 1204. (including centring, shuttering, staging etc. but excluding reinforcement ) i.P.C.C grade M-15.

30.11

11134

335247.15

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ii) RCC grade M 25 i) upto 5 m height

46.05

12566

578720.61

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Brick masonry work in cement mortar in substructure complete excepting pointing & plastering, as per drawing & MoRD technical specification Clauses 602, 603, 604, 1202 and 1204.

133.35

10144

1352738.4

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Supplying, fitting & placing Thermo-Mechanically treated bar/ Cold twisted deformed steel bar in substructure complete as per drawings & MoRD technical specification Clauses 1002, 1005, 1010 and 1202

11.67

91869

1071749.47

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Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure as per MoRD technical specification Clauses 613.4 & 1204.

90

231

20808.9

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Providing weepwholes in brick masonary/Stone masonary plain/reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipe or PVC pipe ( 110mm OD of 6.0 kg/sqcm pressure ) extendind through the full width of the structures with slope of 1(V), 20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614, 709, 1204.37

180

392

70596

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Providing & 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 & bigger size towards the wall & providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRD technical specification clause 1204.3.8

165

5094

840618.9

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Road side Pucca Drains: Construction of road side pucca drain with M10 (1:3:6 with jhama brick aggregate) to specified lines, grades, levels and dimensions as per approved design and MoRD Technical Specification Clause 307, 1606. Excavated material to be used in embankment at site. (including centering, shuttering, etc. but excluding reinforcement) a) Trapezoidal drain (top clear width 600 mm, bottom clear width 300 mm and clear depth of 600 mm) i) In Ordinary Soil

200

4363

872792



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