Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date10 Feb 2025
Closing Date19 Feb 2025
Tender Amount₹ 1,35,35,459 
Notes
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Description

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BOQ Items

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Charge for construction of Granular Sub-base Charge for Construction of granular sub-base by providingwell graded material (53 mm to 0.075 mm Jhama BrickAggregate , Grading-I), spreading in uniform layers withtractor with attachments on prepared surface, mixing bymix in place method at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desireddensity, complete as per MoRD Technical SpecificationClause 401. (excluding the cost of jhama aggregate whichare available at site only). (i) For Grading - I Material(A) By Mix in Place Method

53.16

279

14873

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Granular Sub-base with Well Graded Material (Table 400.1 ) using Jhama Brick Aggregate By Mix in Place Method Construction of granular sub-base by providing well graded material ( Jhama Brick Aggregate , Grading-I as per Table 400.1, spreading in uniform layers with tractor with attachments on prepared surface, mixing by mix in place method with rotavator at OMC, applying and brooming sand to fill up the interstices of coarse aggregate, watering and compacting with smooth wheel roller to achieve the desired density, complete as per MoRD Technical Specification Clause 401.For Grading I Material (jhama brick aggregate)

261.84

4831

1265013

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Water Bound Macadam Sub-Base / Base using Jhama BrickAggragate WBM Grading - 2 Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading- 2 as per MoRD Technical Specification Clause 405. A)By Manual Means

236.25

7578

1790473

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WBM Grading - 3 Providing, laying, spreading and compacting jhama brick aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing rolling with three wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading- 3 as per MoRD Technical Specification Clause 405 A)By Manual Means

236.25

7616

1799497

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Prime Coat (i) low Porosity 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- 1.00 kg/sqm using mechanical means as per MoRD Technical Specification Clause 502

3150

73

232565

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Tack Coat Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer & cleaned with Hydraulic broom as per MoRD Technical Specification Clause 503.

3150

23

73710

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20 mm thick Open-Graded Premix Carpet using Bituninous (viscocity 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 wheeled roller 8-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A Type B or Type D as per MoRD Technical Specification Clause 508: Case-I:By manual means: (i) Bitumen VG- 30.

3150

339

1070276

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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.A By Manual Means Case - IV : Type D (premix with fine sand) I)Bitumen of VG-30

3150

77

245070

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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 MoRDTechnical Specification Clause 307, 1606. Excavated material to be used in embankment at site. (including centering, shuttering, etc. but excluding reinforcement)C)Trapezoidal drain (top clear width 600 mm, bottomclear width 300 mm and clear depth of 600 mm)I)In Ordinary Soil

80

4249

339920

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Excavation for Structures A. Without dewatering. Earthwork in excavation for structures as per drawing and MoRD technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.I Ordinary Soil(i) Upto 3 m depth

473.39

458

216907

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Filling in foundation trenches as per drawing & MoRD technical specification clause 305.3.9 ,120I) Sand filling

35.12

1253

44015

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Providing concrete for plain concrete (using jhama brick aggregate) 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)

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I) P.C.C grade M 10 (using jhama brick aggregate (i) Nominal mix 1:3:6

37.26

9293

346281

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ii) P.C.C grade M 15 (using jhama brick aggregate)(i) Nominal mix (1:2.5:5)

50.16

9507

476902

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Plain/reinforced cement concrete in substructure completeincluding formwork as per drawings & MoRD technicalspecification Clauses 802, 804, 805, 806, 807, 900, 1202 &1204. (including centering, shuttering, staging etc. butexcluding reinforcement) VI. R.C.C grade M-25i) upto 5 m heigh

211.91

12434

2634986

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Providing & laying reinforced cement concrete in superstructure as per drawings & MoRD technical specifications Clauses 800, 900, 1205.4 & 1205.5 (including centering, shuttering, staging etc. but excluding reinforcement).II R.C.C M 25 1.For height upto 5 m

8.62

13502

116395

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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.

25.17

91836

2311523

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Supplying, fitting, & placing Thermo-Mechanically treatedbar/ Cold twisted deformed steel bar reinforcement in superstructure complete as per drawing & MoRD technical specifications Clauses 1002, 1010 & 1202.

1.03

93588

96770

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Providing weep holes in Brick masonary/Stone masonary ,plain/reinforcement concrete abutment ,wing wall,rurn wall 100 dia AC pipe or uPVC pipe (110 mm OD of 6 kg/cm2 pressure)extending through the full width of the structures with 1(V): 20(H) towards drawing face complete as per drawing and MoRD technical specification clauses 614,709,1204.3.7

84.1

392

32984

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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.

22.5

4694

105618



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