Pradhan Mantri Gram Sadak Yojana Tender

View complete overview of Uttarakhand PMGSY Tender

Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Road Construction
Eprocure
Opening Date18 Nov 2024
Closing Date25 Nov 2024
Tender Amount₹ 16,93,79,000 
Notes
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Costs

Summary

Mrl-24 Upgradation Of Didihat To Doonakot Motor Road Using Waste Plastic

Description

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BOQ Items

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DO_NOT_SHOW

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View all details for FREE
... More
For R/Wall & B/Wall

2071.27

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Construction of R. R. Stone Masonary in Cement Mortor 1:5 including supply of all material labour T&P royalty etc required for proper completion of work as directed by Engineer in charge, as per drawing and Technical Specifications Clause 305.1 of Mord specification for Rural Roads 2014

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For R/Wall & B/Wall

1324.11

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Construction of R. R. Stone Masonary laid in Dry including bond Stone, supply of all material, labour, T&P, royalties etc required for proper completion of work as directed by Engineer in charge, as per drawing and Technical Specifications of MORD Specification for Rural Roads 2014.

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For R/Wall & B/Wall

2668.49

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Providing & laying filter media as Hand packed stone filling in the back of retaining walls, abutments, wing walls etc. by locally available approved stone including supply of all material, labour, T&P etc. required for proper completion of the work as directed by Engineer in charge.

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For R/Wall

1532.39

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PLUM CONCRETE WALL

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Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction

1050

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Cement plum masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work as directed by Engineer in charge, as per drawing and Technical Specifications Clauses 802, 803, 1202 & 1203 of MORD Specification for Rural Roads 2014.

3150

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WIRE CREATE WALL

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Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction

514

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Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)

2571

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PROTECTION WORK - COOLIE WALLING

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Construction of coolie walling including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications)

1494

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PARAPET

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Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction

200.27

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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

200.27

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Construction of R. R. Stone Masonary in Cement Mortor 1:5 including supply of all material labour T&P royalty etc required for proper completion of work as directed by Engineer in charge, as per drawing and Technical Specifications Clause 305.1 of Mord specification for Rural Roads 2014

535.61

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Pointing with cement mortar (1:3) on brickwork in parapet as per technical specifications Clauses 613.3 and 1208.4

1190.25

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Plastering with cement mortar (1:4), 15 mm thick on stonework in substructure as per Technical Specifications Clauses 613.4 & 1204 of MORD Specification for Rural Roads 2014.

1725.86

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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 height upto 5 m)

23.29

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White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning, scraping etc. as per Technical Specifications Clause 1915 of MORD Specification for Rural Roads 2014.

3042.9

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CRASH BARRIAR

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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 side

73.8

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Providing and erecting a "W" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ground level,fixed on ISMC series channel vertical post, 150 x 75 x 5mm spaced 2 m centre , 1.8 m high , 1.1m below ground / road level,all steel parts and fitments to be galvsnished by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 75 mm,330mm long complete as per clause 810

1490

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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 PCC M10

73.8

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SIDE DRAIN

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Excavation in foundation for Structure in all type of soil & rock including all lead lift and disposal of surplus material as directed by Engineer in charge and Technical Specifications of Mord specification for Rural Roads 2014

490

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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 height upto 5 m) pcc m15 1:2.5:5

441

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Surface Drains in Soil 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 Kutcha drain

18675

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SUB BASE, BASE AND P.C.

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Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202

1584.38

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Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

1811.97

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Compacting original ground supporting embankmentLoosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.

12119.06

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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 lead upto 1000 m as per Technical Specification Clause 303.1.

7989.69

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Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408 of MORD Specification for Rural Roads 2014. - Using Gravel mix soil using

3994.85

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WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, Crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 of MORD Specification for Rural Roads 2014. - By Mechanical Means

1570.4

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WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, Crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 of MORD Specification for Rural Roads 2014. - By Mechanical Means

6435.97

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Prime Coat - 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- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 of MORD Specification for Rural Roads 2014.

86149.69

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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 surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MORD Specification for Rural Roads 2014.

86149.69

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Providing and laying Bituminous Concrete with the use of batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder, 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 MORTH specification clause No. 507 complete in all respects. (Using Shreded Waste Plastic Technology, specifications as per IRC SP 98 or Latest guidline issued by NRIDA).

2590.11

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CROSS DRAINAGE WORKS

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Excavation in foundation for Structure in all types of soils & rocks including all lead lift and disposal of surplus material as per direction of Engineer-in- charge, as per drawing and Technical Specifications Clause 305.1 of Mord specification for Rural Roads 2014

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For Scupper

1034.75

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Wing Wall

192

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For Causeway 12X7

62.27

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For Causeway 25X7

129.72

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For Causeway 9X7

93.4

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For Catchpit

430.6

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Providing and laying of Concrete for reinforced concrete for structure including supply of all material labour T&P. shuttering .Centering royalty etc required for proper completion of work as directed by Engineer - in - charge, as per drawings and Technical Specifications Clauses 800, 1205.4 and 1205.5 of Mord specification for Rural Roads 2014. - RCC grade M25

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For Scupper

48.64

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Providing and laying of Concrete for plain concrete in open foundation for structure including supply of all material, labour, T&P and royalty etc required for proper completion of work as directed by Engineer in charge, as per drawing and Technical Specifications Clauses 802, 803, 1202 & 1203 of MORD Specification for Rural Roads 2014. M10

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For Scupper

94.07

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For Causeway 12X7

16.8

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For Causeway 25X7

35

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For Causeway 9X7

25.2

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For Causeway Repairng

183.6

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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 of MORD Specification for Rural Roads 2014 - Nominal mix 1:2:4 (Hand mixed) PCC M20

-

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For Scupper

5.23

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Construction of R. R. Stone Masonary in Cement Mortor 1:5 including supply of all material labour T&P royalty etc required for proper completion of work as directed by Engineer in charge, as per drawing and Technical Specifications Clause 305.1 of Mord specification for Rural Roads 2014

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For Scupper

401.6

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For Wing Wall

396

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For Catchpit

55

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Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction

-

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For Causeway 12X7

60.8

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For Causeway 25X7

126.67

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For Causeway 9X7

91.2

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Construction of R. R. Stone Masonary laid in Dry including bond Stone, supply of all material, labour, T&P, royalties etc required for proper completion of work as directed by Engineer in charge, as per drawing and Technical Specifications of MORD Specification for Rural Roads 2014.

-

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For Catchpit

221.6

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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 height upto 5 m)

-

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For Causeway 12X7

8.4

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For Causeway 25X7

17.5

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For Causeway 9X7

12.6

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For Causeway Repairng

91.8

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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

-

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For Scupper

4.02

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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

-

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For Causeway 12X7

1.33

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For Causeway 25X7

2.75

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For Causeway 9X7

1.98

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For Causeway Repairng

14.41

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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 130

-

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For Causeway 12X7

16.8

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For Causeway 25X7

35

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For Causeway 9X7

25.2

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Providing and laying Filter media as hand packed stone filling in the back of retaining walls, abutemenbts, wing walls ets by locally available approved stone including supply of allmaterial, Labour, T&P etc, required for proper completion of the work as directed by Engineer incharge.

-

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Scupper

125.63

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Wing Wall

264

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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 of MORD Specification for Rural Roads 2014. - Ordinary Kilometer Stone (Precast)

18

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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 of MORD Specification for Rural Roads 2014. - 200 m stone (precast)

85

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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 of MORD Specification for Rural Roads 2014 - 5th Kilometre Stone (precast)

4

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Providing and Fixing 'Logo' of PMGSY Project 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

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Semi Reflective Traffic Signs Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 of MORD Specification for Rural Roads 2014. - 600 mm Circular

-

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Semi reflective cautionary, mandatory and informatory sign board (i) 900 mm equilateral Triagle

16

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Semi reflective cautionary, mandatory and informatory sign board (iii) 600 mm Circular

45

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Semi reflective cautionary, mandatory and informatory sign board (iv) 800 mmx600 mm Rectangular

24

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Semi reflective cautionary, mandatory and informatory sign board (vii) 900 mm Octagoonal

10

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Providing & fixing of PMGSY Logo Board at starting point, end point and at every 2 Km distance of road length as per attached standard drawing duly painted and written as per direction of Engineer-in-charge and Technical Specifications of MORD specification for Rural Roads 2014.

12

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Providing & fixing of Citizen Information Board with PMGSY Logo at starting or prominent location (where maximum no. of citizens can view the detail of the road) as per attached standard drawing dully painted and written as per the MORD specification and direction of Engineer-in-charge.

1

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Providing edge stones of Size 450x350x100 mm on valley side of formation as per drawing and technical specification clause 1608.2.6

1056.3

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

4394

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Road Delineators : Providing and fixing of Standard Metal Delineator consisting of minimum retro reflective unit exposed area of 330 sqcm, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron. The posts shall have ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 anchored with PCC M-15 onto the ground. The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30 o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have sufficient arrangement to make the reflective sheets vandal-proof. Including all test report and warranties as per IRC 67 and IRC 79

400

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Maintainance Activities:

-

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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 technical specification Clause 1903

-

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1st year

2376.56

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2nd year

2614.22

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3rd year

2875.64

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4th year

3163.2

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5th year

3479.53

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Cleaning of road side drain including minor slips, and making continuous where required to drain of water and spreading the earth in patries on both side of the road and dressing the patries as directed by Engineer-in-charge

-

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1st year

2112.5

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2nd year

2323.75

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3rd year

2556.13

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4th year

2811.74

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5th year

3092.91

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(II) Maintenance of 200 mtr. And Km stones by way of refitting of tilted stones, repainting with cement mortar, cleaning and lettering on 200 mtr, Km stones and 5th Km cautionary/ informatory and place identification sign board as per drawing and technical specification. Clause 1910

-

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1st year

21.13

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2nd year

21.13

-

-

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3rd year

21.13

-

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4th year

21.13

-

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5th year

21.13

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Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910

-

-

-

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1st year

21.13

-

-

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2nd year

21.13

-

-

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3rd year

21.13

-

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4th year

21.13

-

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5th year

21.13

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(III)Trimming of grass and weeds from the shoulders / berms and disposal of the same to suitable location as per technical specification Clause 1914

-

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1st year

2376.56

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2nd year

2614.22

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3rd year

2875.64

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4th year

3163.2

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5th year

3479.53

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Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B specification Clause 1904.2.

-

-

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3rd year

4069.71

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5th year

8614.97

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Road Delineators / Vertical Guide Posts: Providing and fixing of Standard Metal Delineator consisting of minimum retro reflective unit exposed area of 330 sqcm,

-

-

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1st year

40

-

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2nd year

44

-

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3rd year

48

-

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4th year

53

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5th year

58

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