Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Eprocure
Opening Date1 Feb 2019
Closing Date14 Feb 2019
Tender Amount₹ 9,70,15,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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I. Ordinary Soil

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(I) Upto 3 m depth.

1489.08

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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

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I). P.C.C grade M 10

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(ii) Nominal mix 1:3:6 (hand mix)

278.08

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

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II) Coursed Rubble masonry (2nd Sort) (iii) In cement mortar (1:4)

318.24

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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.

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II) Coursed Rubble masonry (2nd Sort) (iii) In cement mortar (1:5)

813.84

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Providing weepholes in bricks mansory / stone mansonry, Plain/ reinforced concrete abutment, wing wall return wall with 100 mm dia AC pipe exetending through the full width of the structure with slope of 1(V) : 20 (H) towards drawing face complete as per drawing

300

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Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203

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R .C.C. grade M 20 (ii) Nominal mix 1:2:4 (Hand mixed)

5

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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 5m

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III) R.C.C grade M-20 (in abutment cap & dirt wall)

37.08

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Stone masonary in cement mortarfoundations complete as per drawings and technical specifications Clause702,704, 1202 & 1203 in RRM 1:5.

353.72

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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

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I) R.C.C M 25

42.6

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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

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I) PCC Grade M20

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I) normal mix 1:2:4 (Hand mixed)

7.32

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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

6.12

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Providing P.C.C M20 architectural coping on top of retaining wall

200

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

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I) Granular material

421.32

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Cement plastering 1: 4 (1cement,4 sand)

2060.86

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Subgrade Preparation

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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.

14673.78

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Earthen Shoulder

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Removal of unsuitable soil including excavation, loading and disposal upto 250 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

48035.25

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Construction of embankment, sub-grade and earthen shoulder with approved material obtained from Borrow pits with lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables also loosening, levelling and compacting original ground supporting 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 Table 300.1 and 300.2 with lead upto 1000 mtr per technical specification clause 301.4.1

4597.88

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SH -:GSB

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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.for grading 1 materials etc.

7483.63

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Item : WBM-III.

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Providing , laying , spreading and compacting stone aggregates of specific size to water bound macadam specification i/c spreading in uniform thickness , hand pcking . rolling with smooth wheel roller 80- 100 KN in stages to proper grade and camber , applying and brooming stone screening / binding materials to fill-up the interstices of coarse agg., watering and compacting to the required density grade -III as per technical clause 405.

3402

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BT Layer

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Prime Coat.

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Providing and applying of prime coat with bitumen emulsion(SS-1) on prepared surface of granular base i/c clearing of base surface and spraying emulsion at the rate of 0.7 - 1.00 kg per sqm. using mechanical means as per technical specification clause 502 (low porosity).

45355

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Tack coat

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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.

45355

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Providing, laying and rolling of open graded primix carpet of 20 mm thickness composed od 13.20 mm to 5.60 mm aggrigate either using penetration grade bitumen or emulsion to required line ,gradeand level to serve as wearing course on a previosly prepared base i/c mixing in a suitable plant with 80-100 KN rolling capacity finished to required level and grade to be followed by seal coat of either type "A" or "B" as per technical clause 508.By manual means.

45355

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Seal coat

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Providing, laying and rolling of seal coat to sealing voids in a bitumenous surface laid to the specified grade and cross fall using screening type "A" or "B" as per technical clause 510.By manual means.

45355

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TRAFFIC SIGNS, MARKING AND OTHER ROAD APPURTENANCES

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Providing and fixing typical PMGSY informatory sign board with logo as per MoRD specification and drawing. Three MS plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 25mm x 5mm. The iron frame of the lower most plate and flat iron frame will be welded welded to 2 nos 75mm x 75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M15 grade blocks of 450mm x450mm x600mm, 600mm below ground level. The topmost diomond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plates tube. All MS 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 post and steel tubes will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700.1.

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b) Citizen information board

1

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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 47mmx47mmx12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M15 grade concrete 450x450x600mm,600mm below ground level as per approved clause 1701.2.2

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a) Traffic signs ( cautionery signs etc.)

1

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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

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a) Ordinary Kilometre Stone (precast)

15

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b) 5th Km stone

3

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5 years Routine Maintenance

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First Year

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841978.97

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Second Year

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1885950.54

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Third Year

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2526188.93

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Fouth Year

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3366728.22

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Fifth Year

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4209090.28



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