Public Works Roads Department Tender

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Public Works Roads Department - PWRD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date17 Dec 2024
Closing Soon23 Dec 2024
Tender Amount₹ 2,00,00,000 
Notes
Download

Costs

Summary

Te_ridf_xxx_24_25_384 Construction Of Road From (i) Haticherra Pwd Road To Nh-27 Via Nich Line And (ii) Haticherra Pwd Road To Biresh Mirdha House Of Haticherra T.e. And Construction Of Road From (i)factory Point To Molin Tanti House And (ii) Krishan

Description

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Excavation in soil in Hilly Area by mechanical means including cutting and trimming ofside slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20m as per Technical Specification Clause 1603.1

650.27

106

-

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Construction of Subgrade and Earthen Shoulders. Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of Table 300.2 with upto 1000 m as per Technical Specification Clause 303.1 (i) Private Land

445.87

339

-

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Construction of granular sub-base by providing well graded material spreading in uniforms layers by tractor with grading attachment on prepared surface mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per Technical Specification Clause 401.

312.61

2340

-

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Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 kN static roller in stages to proper grade and camber applying and brooming stone screening/binding materials to fill up the interstices of coarse aggregate watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 . 3) WBM Grading -iii Using stone screening Type-B 11.2 mm for Gr.III (A) By Manual Means

156.3

4064

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Providing & laying of Interlocking Concrete Block Pavement(M40) having thickness 80mm as per drawing and technical specification clause 1504.Complete including carriage (including Edge block/ Edge restraints)

2084.05

1161

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Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soilto specified lines, grades, levels and imensions. Excavated material to be used inembankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. (A) Manual means.

100

73

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Construction of Single Cell Box Culvert 1x2.00x2.00 m Earth work in excavation for structures as per drawing and Technical specifications clause305.11ncluding setting out , construction of shoring and bracing, removal of stumps and other deleterious materails and disposal upto a lead of 50 m , dressing of sides and bottom and backfilling in trenches with excavated suitable material. 1.in ordinary soil (i)upto 3 m depth

73.72

127

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Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical Specifications Clause 802, 803, 1202, 1203. (A) with Crushed Stone (I) PCC grade M 10.(i) Nominal mix 1:3:6

6.3

6036

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Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical Specifications Clause 802, 803, 1202, 1203. A) with Crushed Stone (IV) RCC grade M 20

2.43

7072

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Plain / reinforced cement concrete in substructure complete as per drawings and Technical Specification Clauses 802 ,804 ,805 ,806 ,807 ,1202 ,and 1204 (A) with Crushed Stone I.PCC grade M 15 (i) Nominal mix 1:2.5:5.

38.94

6234

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Plain / reinforced cement concrete in substructure complete as per drawings and Technical Specification Clauses 802 ,804 ,805 ,806 ,807 ,1202 ,and 1204 (A) with Crushed Stone (III).RCC grade M 20 (1:2:4) (Nominal mix) (i) For height upto 5m.

0.72

7480

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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification clauses800, 1205.4, and 1205.5 (A) with Crushed Stone (II) RCC M 25 (1:1.5:3) (A) Height upto 5m

15.45

8677

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Supplying, fitting, and placing TMT bar reinforcement in foundation complete as per drawing and Technical Specifications Clauses 1000, and 1202.

0.05

53572

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Supplying, fitting, and placing MS bar reinforcement in foundation complete as per drawing and Technical Specifications Clauses 1000, and 1202.

0.03

63585

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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and Technical Specifications Clauses 1002, 1010 and 1202.

1.67

55239

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Providing pressure Relief pipe 100 mm dia in bottom slab of Box cell on a filter media base of 500 mm x500 mm as per drawing and Technical Specifications Clauses 1205.5.7

8

717

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Construction of Slab Culvert 1x3.00x3.00 m Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(B) Cement mortar

33.4

272

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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.(i) In Ordinary Soil Abutment Wall

227.05

127

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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (B) With Natural Gravel (i) PCC Grade M 10.Nominal Mix-1:3:6. Abutment Wall

36.26

5607

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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (B) With Natural Gravel (ii)PCC Gr-M20 (i) Nominal mix (1:2:4).

320.3

6582

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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (A) Wiyh Crushed Stone (iii) RCC G-M20 (i) For height upto 5.00m

8.34

7480

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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (A) Wiyh Crushed Stone.(i)RCC G-M20. (a) Height up to 5M.

19.08

8160

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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202

2.03

65217

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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 extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

48

134

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Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Upto 3 m depth

168.48

127

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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6

28.08

6036

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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (for coping on top of the Breast Wall)

5.27

7048

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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 III) Random Rubble Masonry

285.25

5739

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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

35.1

1487

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Construction of Cement Concrete Open Drain as per drawing & technical specification. Excavation for Structures. Earth work in excavation fo structure as per drawing 7 technical specifacation Clause 305.1 incluiding setting out Costruction of shoring and bracing , removal of stumps and other deletirious of shoring and disposal up to a lead of 50m, dressing of side and bottom and back filling in trenches suitable mayerials.(up to 3m depth.)

102.87

127

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Providing Concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause 802,803,1202 & 1203.(A)With Natural Graval. Ii PCC Grade M10 (i)nominal mix-(1:3:6)

10.16

5607

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Plain/Reinforced cement concrete in sub stucture complete as per drawing and techinal specification clause 802,804,805,806,807 & 1204 RCC.(A)with Natural Gravel. (ii)PCC M20,(i)Nominal Mix (1:2:4)

53.34

6582

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Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 made if encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over alluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm 600 mm below grounded level as per drawings and Technical Specification Clause 801. 600 mm equilateral triangle

4

3933

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Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 made if encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over alluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm 600 mm below grounded level as per drawings and Technical Specification Clause 801.800mm x 600mm rectangular

4

7537

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Providing and fixing of retro-reflectorised cautionary mandatory and informatory sign as per IRC:67 made if encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over alluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm 600 mm below grounded level as per drawings and Technical Specification Clause 801.600 mm circular

4

5345

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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

1

24845

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Utility Shifting

1

27357

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(ii) Construction of Road from (i)Factory point to Molin Tanti House and (ii) Krishanamandir Haribasar to Alok House of Ainacherra T.E Clearing and Grubbing road land including uprooting wild vegetation ,grass,bushes,shrubs,saplings and trees of girth upto 300m,removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned ,upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150mm in thickness as per T.S clause 201.(i) By Manual Means (B)(b) In area of thorny jungle

0.5

76305

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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5(I) Private Land

671.09

258

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Excavation in soil in Hilly Area by mechanical means including cutting and trimming ofside slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20m as per Technical Specification Clause 1603.1

208.05

106

-

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Construction of Subgrade and Earthen Shoulders. Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of Table 300.2 with upto 1000 m as per Technical Specification Clause 303.1 (i) Private Land

1909.2

339

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Construction of granular sub-base by providing well graded material spreading in uniforms layers by tractor with grading attachment on prepared surface mixing by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per Technical Specification Clause 401.

302.36

2719

-

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Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with three wheel 80-100 kN static roller in stages to proper grade and camber applying and brooming stone screening/binding materials to fill up the interstices of coarse aggregate watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 . 3) WBM Grading -iii Using stone screening Type-B 11.2 mm for Gr.III (A) By Manual Means

187.42

4442

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Providing & laying of Interlocking Concrete Block Pavement(M40) having thickness 80mm as per drawing and technical specification clause 1504.Complete including carriage (including Edge block/ Edge restraints)

2457.59

1161

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Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm equilateral triangle

4

3933

-

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Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm circular

4

5345

-

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Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 800mm x 600mm rectangular

4

7537

-

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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing as per drawing Clause 1701 and Annexure 1700.1

1

24845

-

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Utility shifting

1

25086

-

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Construction of Box culvert 1x2x2 Earth work in excavation for structures as per drawing and Technical specifications clause305.11ncluding setting out , construction of shoring and bracing, removal of stumps and other deleterious materails and disposal upto a lead of 50 m , dressing of sides and bottom and backfilling in trenches with excavated suitable material. 1.in ordinary soil (i)upto 3 m depth

221.16

127

-

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Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical Specifications Clause 802, 803, 1202, 1203. (A) with Crushed Stone (I) PCC grade M 10.(i) Nominal mix 1:3:6

18.9

6036

-

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Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical Specifications Clause 802, 803, 1202, 1203. A) with Crushed Stone (IV) RCC grade M 20

7.29

7072

-

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Plain / reinforced cement concrete in substructure complete as per drawings and Technical Specification Clauses 802 ,804 ,805 ,806 ,807 ,1202 ,and 1204 (A) with Crushed Stone I.PCC grade M 15 (i) Nominal mix 1:2.5:5.

116.83

6234

-

... More
Plain / reinforced cement concrete in substructure complete as per drawings and Technical Specification Clauses 802 ,804 ,805 ,806 ,807 ,1202 ,and 1204 (A) with Crushed Stone (III).RCC grade M 20 (1:2:4) (Nominal mix) (i) For height upto 5m.

2.16

7480

-

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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specification clauses800, 1205.4, and 1205.5 (A) with Crushed Stone (II) RCC M 25 (1:1.5:3) (A) Height upto 5m

46.34

8677

-

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Supplying, fitting, and placing TMT bar reinforcement in foundation complete as per drawing and Technical Specifications Clauses 1000, and 1202.

0.15

53572

-

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Supplying, fitting, and placing MS bar reinforcement in foundation complete as per drawing and Technical Specifications Clauses 1000, and 1202.

0.1

63585

-

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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and Technical Specifications Clauses 1002, 1010 and 1202.

5.02

55239

-

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Providing pressure Relief pipe 100 mm dia in bottom slab of Box cell on a filter media base of 500 mm x500 mm as per drawing and Technical Specifications Clauses 1205.5.7 Relief pipe 100 mm dia

24

717

-

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Construction of H.P culvert NP3 (single barrel)1000.00mm Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

39.22

127

-

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Bedding for Pipe (ii) Type B (First class) bedding.laying (first class) bedding on well compacted sand,moorum or approved granular material as clause 1105(ii) (ii) Granular Materials

2.69

1558

-

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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix in levelling course below open foundation of head wall as per drawings and technical specification clause 1109 A. With crushed stone

1.96

6078

-

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Providing and laying Reinforced Concrete pipe NP-3 on 1st Class Bedding of granular material in single row as per drawing and technical specification Clause 1106 (B) 1000 mm dia.

5

7787

-

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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203,P.C.C Grade M15,Nominal mix 1:2.5:5 (Hand mixing)

11.16

5935

-

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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806,807, 1202 ans 1204,P.C.C grade M 15

7.66

6278

-

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Plastering with cement mortar in Prop. (1:4), 15 mm thick on brick wall in Substructure as per drawing and technical specification Clause 613.4 &1204

21.51

146

-

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Trapezoidal Shaped PCC Drain(Depth-800mm) Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. i) Ordinary soil (i) Upto 3 m depth Excavation for Structures

472

127

-

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Providing Concrete for plain/reinforced concrete in open foundation complete as per drawing and technical specification Clause802,803,1202&1203 (B) With Natural Gravel I.PCC Grade M10 (ii)nominal mix 1:3:6. (Hand Mixing) Base Concrete

30.97

5607

-

... More
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204,With Natural Gravel,P.C.C. grade M 20 (ii)Nominal mix 1:2:4 (Hand mixed)

224.2

6582

-

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GABION WALL in stretches Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material,I Ordinary soil,Upto 3 m depth

144.5

127

-

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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

25.5

3043

-

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Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

225

3775

-

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Construction of unlined surface drains,Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.

150

73

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