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₹ 21,91,43,000
Costs
EMD
₹ 43,82,860Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEAR_73523_1Bid Award Id
ViewTender No
AR1007026Tender 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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(A) In area of non-throny jungle
12.12
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(B) In area of throny jungle
8.08
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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
1346.66
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Construction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
20.2
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SH: FORMATION CUTTING
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Excavation in soil in Hilly area by mechanical 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.
371791.46
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Excavation in hilly area in ordinary rock not requiring blasting by mechanical 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
8000.64
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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
6001.23
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SH: KATCHA DRAIN
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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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1) Ordinary Soil (upto 3 m depth)
6801.98
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SH: CD STRUCTURE, PROTECTION WORK and CC Drain.
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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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I. Ordinary Soil
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(I) Upto 3 m depth.
10363.83
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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)
611.71
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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)
1270.69
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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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P .C.C. grade M20 (ii) Nominal mix 1:2:4 (Hand mixed)
334.6
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Pointing with cement mortar in 1:3
336.96
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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)
961.04
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Providing concrete for plain/reinforced concrete in superstructure 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)
9.12
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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)
115.4
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Stone masonary in cement mortarfoundations complete as per drawings and technical specifications Clause702,704, 1202 & 1203 in RRM 1:5.
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I) R.C.C M 25
124.64
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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
16.28
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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
1082.68
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Type B (First Class) Bedding
Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 1105
41.2
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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding
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(B) 1000 mm dia
150
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Providing and laying pitching on prepared surface as per drawing and technical specification clause 1302.
51.6
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203Plain cement concrete M10 grade
51.2
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Providing and laying boulder of size 22.5 cm to 45.00 cm having 25 kg average weight for each i/c dumping/laying in PVC coated double twisted wire mesh container i/c packing with small size stone spalls and carrying of boulder from a lead of 50 m anf lift of 1.50 m i/c lying properly where felt neceassary as per direction of Engineer -in -Charge
1050
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Cement plastering 1: 4 (1cement,4 sand)
3978.41
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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.
7.8
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Construction of embankment 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 300.1 and 300.2 with lead upto 1000 mtr per technical specification clause 301.5
12988.94
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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.
13567.67
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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.
4761.38
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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).
61671.24
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PMC
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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.
61671.24
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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.
61671.24
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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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a) Informatory board
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b) Citizen information board
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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.)
105
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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.
20
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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)
17
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b) 5th Km stone
4
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SAFETY DEVICES AND SIGNS IN CONTRUCTION ZONE
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Providing and fixing traffice signs in limited period at suitable locations in construction zone comparising ofwarning zone, approch transition zone with a minimum distanceof 2-3 m from the edge of the carriageway . The bottom edge of the lowesty sign pl
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a) Traffice sign ahead
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b) Road ahead closed
2
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c) Men at work
2
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d) Diversion
2
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e)Drive slow
19
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f) Speed limit
25
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SH:- 5 - Years Maintenance
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First Year Maintenance
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2276000
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Second Year Maintenance
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4930000
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Third Year Maintenance
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5878000
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Fourth Year Maintenance
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7730000
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Fifth Year Maintenance
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9482000
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