Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Eprocure
Opening Date22 Jul 2021
Closing Date18 Aug 2021
Tender Amount₹ 81,24,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Maintenance of WBM Road : Maintenance of WBM road including filling up of pot holes,ruts and rectifying corrugated surface, damaged edges and ravelling as per MoRD specification Clause 1906.

133.2

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114

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Maintenace of bituminous surface road: Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat,20mm thick pre-mix carpet and seal coat type B as per MoRD specification Clause 1904.2

180

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158

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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.

133

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49

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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 surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

3600

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11

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20mm 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 folowed by seal coat of either Type A or Type B or Type C as per Technical Specification Clasue 508.

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-

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By Mechanical Means

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Bitumen (VG-10)

3600

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99

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Add extra over item no. 5.9, Case-II (ii) for providing waste plastic -8% of bitumen including of cutting of plastic waste and mixing of aggregate and plastic waste cutting in a hot mix plant.

3600

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4

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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, Type B and Type C as per Technical Specification Clause 510.

-

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-

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By Mechanical Means

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Case - II : Type B

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-

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Bitumen (VG-10)

3600

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35

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Construction of un-reinforced, without dowel bar, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound and water finishing to lines and grade as per drawing and MoRD Specification Clause 1501 including vaccum dewatering process with all required equipments

135

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5083

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Kilometre Stone

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-

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Reinforced cement concrete M-15 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.

-

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-

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Ordinay Kilometer Stone (Precast)

2

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1477

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200m stone (Precast)

6

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337

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Providing and Fixing informatory sign board with Logo of PMGSY Project: Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level.

1

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12962

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Providing and fixing of PMGSY logo with definition plate (as per MORD design/drawing) 3mm thick plate of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges including orange luminous colour epoxy paint on logo, size of definition plate 900x300mm supported on MS post of square hollow section 75x75x6mm, 3m long .The lettering and borders, etc. of definition plate and PMGSY logo on top plate shall be as per clause 1701.4.6 Messages/Borders. All the sections of frame and posts will be painted with primer and two coats of Epoxy paint. The steel tube below ground level will be painted with three coats of Epoxy paint. The design, painting and lettering shall be done as per approved drawing.Posts will be fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1700

1

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4007

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Traffic Sings

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-

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Semi Reflective Traffic Sings

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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS sheet duly stove white colour in front and grary colour on back with red fefelctive border of 65mm width and reauired letters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shde and colour supported and welded on 47mm x47mm x12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement 450x450x600mm, 600mm below ground level as per approved drawing clause 1701.2.2.

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900mm equilateral & triangle

3

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1773

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600 mm circular

2

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1717

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Providing and erecting typical Citizen' Information Board as per approved drawing & Specifications of Mord. made of two MS sheet of 1.6 mm thick each of size 900 mm x 750 mm stiffened by angel iron 25 mm x25 mm x 3mm all around the plates and plates fixed on frame of 75 mm dia pipe of 12 SWG sheet ( Vertical post 3050 mm with angle hold fasts and horizontal member 900 mm ) to be joined by 5 mm thick MS plate at 12 places ( 65 mm x 50 mm ) duly embededed in cement concrete M-15 grade of block of 600 mm x600 mm x 750 mm size below ground level as per encloded drawing & as directed by the engineer - in - charge . All MS will be stone enamelled on both side, lettering, figuring and border will be with ready mixed synthentic enamel paint of superior quality in required shade and colour etc. complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per MORD Specification.

1

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13916

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Direction and Place identification signs upto 0.9 sqm size board.

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-

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Retro reflectorised Traffic Sings

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-

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Providing and erecting direction and place identification semi Reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with rad reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour. Supported and welded on 47 mm x47 mm of 12 SWB Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back frmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.

0.54

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9573

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2. Durana to Kumas

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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, 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 150 mm in thickness as per MoRD Specification Clause 201.By Mechanical Means In area of non-thorny jungle

2.4

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14265

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Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

1.8

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29

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Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader 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 MoRD Specification Clause 401..For Grading III Material

2134.13

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532

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Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per MoRD specification Clause 1906.

708.75

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114

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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and MoRD Specification Clause 406.By Mechanical Means with 1 km lead

309.38

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1179

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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 MoRD Specification Clause 502

1018.13

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49

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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 dry and hungry bituminous surface cleaned with Hydraulic broom as per MoRD Specification Clause 503.

24975

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11

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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 as per MoRD Specification Clause 508.Case - II By Mechanical Means Bitumen (VG-30)

24300

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100

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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRD Specification Clause 510 Bitumen (VG-30)

24300

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36

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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 MoRD Specification Clause 1703 Ordinary Kilometer Stone (Precast)

5

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1477

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Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and MoRD Specification Clause 1701 with size more than 0.9 sqm size board.

6

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3049

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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three plates of Aluminium Composite Materials (ACM), material specifications as per Clause 1701.3.7. The top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25mm x 5 mm size on back on edges. The middle plate will be 1200 mm x 150 mm size riveted over welded M.S. angle iron frame of 25mm x 25mm x 5 mm size on back on edges. The main lower most plate will be 1500 mm x 600 mm size, riveted over welded M.S. angle iron frame of 25 mm x 25 mm x 5 mm size. Welding of all the sheets over angle iron frame will be done neatly to have plain surface on one side. The angle iron frames of the lower most plate and the middle plate will be welded to two nos. 75 mm x 75 mm (12 SWG) sheet tubes posts placed at 1125 mm apart centre to centre. The top of the middle plate will be flushed with the top of 75 mm dia medium steel tube posts and these posts will be embedded in cement concrete M15 grade blocks of 450 mm x 450 mm x 600 mm below ground level.

1

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12962

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Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 60 mm as per drawings and MoRD Specification Clause 1504with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks.Category 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004

187.5

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684

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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 50 m as per MoRD Specification Clause 301.5

1856.25

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55

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Total (Part A Construction Cost)

1

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Routine Mainteenance work After Completion of works for Five Year Fixed Amount

1

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-

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For Ist Year (0.69% of Total Construction Cost)

1

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48645.97

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For II nd Year (0.87% of Total Construction Cost)

1

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61336.23

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For IIIrd Year (1.12% of Total Construction Cost)

1

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78961.58

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For Ivth year (1.31% of Total Construction Cost)

1

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92356.84

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For Vth Year (1.51% of Total Construction Cost)

1

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106457.13

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Total (Maianteenance work )

1

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387757.75



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