Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date1 Feb 2019
Closing Date14 Feb 2019
Tender Amount₹ 16,75,25,000
Costs
EMD
₹ 33,50,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEAR_73462_1Bid Award Id
ViewTender No
AR10020049Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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(B) In area of throny jungle
14.36
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SH: Setting Out
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Construction of reference pillars as per Fig.1600.1(b) as per drawing and Technical Specification Clause 1602.1
560
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Construction of Job pillars as per Fig.1600.1(d) as per drawing and Technical Specification Clause 1602.4
33
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SH: Road Formation works in cutting
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Excavation in soil in Hilly area by mechinical means including cutting and trimiming of sides slope and disposing of excavated earth with a lift upto 1.50mtr and a lead upto 20mtr as per drawing and technical specification cluase 1603.1.
288680.37
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Excavation in Hilly area in ordinary rock using manual means including loading in a track and carrying of excavated materials to embankment site with a lift upto 1.50mtr and lead up to 20mtr as per cluase 1602.1.
12269.6
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Excavation in hilly area in ordinary rock not requiring blasting by mechinical means including cutting and trimming of slope and disposal of cutting materials with lift upto 1.5 mtr and lead upto 20mtr as per clause 1603.2
18404.4
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Excavation for roadway in hard rock with controlled blasting by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5
5703.28
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SH: Side drains, CD works, Bridge and Protection works etc.
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FOUNDATION
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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 back filling in trenches with excavated suitable materials.
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a) Ordinary Soil (I) Upto 3 m depth.
8750.56
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b) Ordinary Rock (not requiring blasting) upto 3 m depth
3311.61
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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 (I) Nominal mix 1:3:6
852.5
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Providing concrete for plain/reinforeced concreete in open foundation complete as per drawings and techanical specification clause 802,803,1202,12039 I (PCC grade M 15 Nominal mix 1:3:6 (hand mixing)
25.7
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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) ii) In 1:4 Cement mortar.
1959.99
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
44
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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 (1:5)
1567.14
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 305.3.9 I (Granular)
1464.14
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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
1196
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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
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III) R.C.C. grade M 20 (For height upto 5 m.)
105.26
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Providing & laying reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800,1205.4 and 1205.5
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II) R.C.C. grade M 25
364.44
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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 I) RCC Grade M20-Nominal mix. (1:2:4)Hand mix
432.58
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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specification clause 1301.
76.85
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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 (i) P.C.C grade M20 (1) Nomimal mix (1:2:4)
431.17
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Cement plastering 1: 4 (1cement,4 sand)
4701.48
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Supplying, fitting and placing with MS bar reinforcment (Fe 415) in substructure as per drawing and techanical specification Clauses 1002,1005,1010&1202
12.12
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Providing and laying reinforced cement concrete in substructure as per drawing and technical specifications Clauses 802, 804,805,806,807,1202 & 1204 for P.C.C grade M 20 (i) For Nominal mix 1:2:4
411
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Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and techniical specifications Clause 800 & 1206-3
180
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Providing and laying of a buried expansion joint, covered with 12mm thick,200mm widw galvanise weldable structural steel plate as per IS: 2062, placed symmetrical to center line of the joint,resting freely over the top surface of the deck concrete,welding of 8mm dia, 100 mm long galvanised nails spaced 300mm c/c along the centervline of the plate,as per technical specifications clauses 1207.2.3
4
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Construction of RCC railing of M 25 grade in cast-in-situ with 20mm nominal size aggregate, true to the line and grade,tolerance of vertical railing post not to exceed 1 in 500. Center to center spacing between vertical post not to exceed 2000mm as per drawing and technical specification clauses 800,900 and 1208.3
60
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Wire crated boulder bund as per specification with stone 15 to 30 cm dia with suasage wire hexagonal netting 100x100mmetc.
30
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PAVEMENT (Shoulder & Subgrade preparation, GSB LAYER, WBM-3, PrimeCoat ,Tack Coat, PMC , Seal Coat)
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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.
8688.83
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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.
11634.15
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Providing , laying , spreding and compacting stone aggregates of specific size to water bound macadam specification i/c spreding of 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 fii-up the interstic of coarse agg. watering and compacting to the required density grade -II as per technical clause 405.
3980.53
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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 0.90 - 1.20 kg per sqm. using mechanical means as per technical specification clause 502 (low porosity).
53073.75
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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.
53073.75
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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.
53073.75
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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.
53073.75
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SH: Traffic cautionery signs,logos &other road furniture
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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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a) Informatory board
2
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b) Citizen information board
2
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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.)
75
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Providing and fixing of typical PMGSY Logo board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx260cm above G.L.),(Size of board 1x 85cmx85cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint.
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Ordinary Kilometre Stone (precast)
17
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5th Km stone
4
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MAINTENANCE
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Maintenance for first year
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900000
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Maintenance for second year
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1500000
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Maintenance for third year
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2000000
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Maintenance for fourth year
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2400000
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Maintenance for fifth year
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2950000
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