Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date8 Jan 2025
Closing Soon17 Jan 2025
Tender Amount₹ 1,96,00,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Plain Cement Concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed and placed in foundation and compacted by vibration including curring for 14 daya

66

8700

574200

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RCC M 25 Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical Specification

96

10500

1008000

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RCC M30 Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and technical Specification

95

10700

1016500

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RCC M30 Providing concrete for plain/reinfored in Sub structure complete as per drawing and technical specification

270

11600

3132000

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RCC M35 Providing concrete for plain/reinforced concrete for wearing coat including HYSD bar complete as per drawing and technical Specification

19

10200

193800

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Supplying, fitting and placing HYSD bar reinforment in foundation complete as per drawing and Technical Specification Clause 1002, 1010 and 1202

45

55000

2475000

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Providing weep holes in brick masonary/Stone masonary, Plain/reinforce concrete abutment wing wall returen wall with 100mm dia Ac pipe extanding through the full width of the structure with slope of 1(V):20(H) toword drawing face complete as per drawing and technical specification

96

164

15744

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Back filling behind abutment wing wall and return wall complete as per drawing & technical Specification

85

4400

374000

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PART -B Approach Road

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-

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Earth work in cutting or in embankment in ordinary soil excavation to be the from of regular pits not exceeding ½meter (20") in depth and earth work in jembankment to be in 20cm (80") layers, including mming and dressing the surface to required levels and slopes and including 1.5m (5") lift and 30m (100") lead. The earth form cutting to be used in making embankment or to be deposited as spoil banks within 30m (100") distance as directed by the E/I

940

100

94000

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Providing, laying and spreading GSB Graded material on a prepared sub grade, adding cement OPC @ 2% by weight to be spread on material manualy, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive stregth and to form a layer of sub base.

28

4200

117600

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Providing, laying and spreading WBM Graded material on a prepared sub base, cement @ 4% by weight to the spread material manualy, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub base.

26

4500

117000

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Providing and applying Primer coat with bitumen emulsion on prepared (SS-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg / sqm using mechanical means. As per technical specification clause 502

268

30

8040

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Providing and applying tack coat with bitumen emulsion (VG-10)using emulsion pressure distributor at the rate of 0.35kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Speicification Clause 503

268

14

3752

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Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse on a previously Prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kN static roller capacity finished to required lavel and grades to be followed by seal coat as per Techincal Specification clause 508

268

195

52260

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Providing and applying seal coat type "C" comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kN Static roller and finishing to required level and grades as per Technical Specification Clause 510

268

71

19028

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Construction of K.C drain including excavtion as per SI N0 251, Providing and laying LC 1:2:4 as per sI no 251 proving and laying LC 1:4:8 as per SI 279(a) Complete as Per direction of Engineer in charge

100

5000

500000

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Construction of Chute drain @30 m C/C including excavtion as per SI N0 251, Providing and laying LC 1:4:8 as per sI no 251 proving and laying LC 1:2:4 as per SI 279(a) Complete as Per direction of Engineer in charge

52

3800

197600

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Road Marking Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.

10

618

6180

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PART -C Additional Approach Road

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-

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Clearing grass and removel of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Spection Clause 201.

16800

3

50400

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Earth work in cutting or in embankment in ordinary soil excavation to be the from of regular pits not exceeding ½meter (20") in depth and earth work in jembankment to be in 20cm (80") layers, including mming and dressing the surface to required levels and slopes and including 1.5m (5") lift and 30m (100") lead. The earth form cutting to be used in making embankment or to be deposited as spoil banks within 30m (100") distance as directed by the E/I

33327

100

3332700

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Providing, laying and spreading GSB Graded material on a prepared sub grade, adding cement OPC @ 2% by weight to be spread on material manualy, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive stregth and to form a layer of sub base.

331

4400

1456400

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Providing, laying and spreading WBM Graded material on a prepared sub base, cement @ 4% by weight to the spread material manualy, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub base.

315

4700

1480500

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Providing and applying Primer coat with bitumen emulsion on prepared (SS-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg / sqm using mechanical means. As per technical specification clause 502

3150

30

94500

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Providing and applying tack coat with bitumen emulsion (VG-10)using emulsion pressure distributor at the rate of 0.35kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Speicification Clause 503

3150

14

44100

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Providing, laying and rolling of open-graded premix carpet of 20mm thickness composed of 13.2 to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing coarse on a previously Prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100kN static roller capacity finished to required lavel and grades to be followed by seal coat as per Techincal Specification clause 508

3150

195

614250

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Providing and applying seal coat type "C" comprising of a layer of bituminous binder followed by a cover of stone chipping of specified grading and rolling with power roller 8-10 tonne kN Static roller and finishing to required level and grades as per Technical Specification Clause 510

3150

71

223650

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Road Marking Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes.

252

618

155736

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PART - D Protection Work

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-

-

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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.

121

120

14520

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Providing and laying Filter material(GSB) underneath pitching in slope as per drawing and technical specification Clause 1302

46

4300

197800

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Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe embankment complete as per drawing and technical specification .

66

3700

244200

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Providing and laying Boulder apron foir bed protection with stone boulder of minimum size and weight as per table 1300.1, no fragment weighting less than 25kg laid dry complete as per drawing and technical specification clause 1301

157

3800

596600



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