Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date2 Feb 2019
Closing Date15 Feb 2019
Tender Amount₹ 14,17,05,000
Costs
EMD
₹ 28,34,100Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_CEAR_73719_1Bid Award Id
ViewTender No
AR1003019Tender 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
2.28
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(B) In area of throny jungle
20.52
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SH: SETTING OUT
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Referenec bechmark and working benchmark
19
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Construction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1
95
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Construction of back pillars as per Fig.1600.1(c) as per drawing and Technical Specification Clause 1602.3
209
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Construction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
95
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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)
1476.73
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2) Ordinary Rock (not requiring blasting) upto 3 m depth
3626.85
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3) Hard Rock required blasing
803.34
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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.
2443.43
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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)
328.37
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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)
533.84
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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) Random Rubble masonry (iii) In cement mortar (1:3)
3.5
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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
30
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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)
54.84
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Stone masonary in cement mortarfoundations complete as per drawings and technical specifications Clause702,704, 1202 & 1203 in RRM 1:5.
526.78
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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)
533.84
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Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
5.41
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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
3.99
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
60
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Construction of R.C.c. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grace, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications clauses 800, 900 and 1208.3.
30
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Drainage spout complete as per drawing and technical specification clause 1209
10
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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
170.68
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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
25.13
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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
52.5
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Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
25.76
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Coursed rubble masonry (1st sort)
10.64
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Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling
24.36
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Providing and laying wire created boulder structures boulder size 22.5 cm to 45 cm having 25 kg average weight for each i/c dumping/laying in S.W.G. wire mesh of 10 cm x 10 cm (woven diagonally) 4 mm dia i/c packing with small size stone spalls and carryi
1274.41
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Cement plastering 1: 4 (1cement,4 sand)
3053.8
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Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications.
2
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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.
74.41
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Cement Concrete Pavement Construction of un-reinforced, dowel jointed at expansion and construction joint only, 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, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
1800
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Subgrade
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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.
13921.88
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Earthen Shoulder
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Construction of earthen shoulder with approved materials obtained from barrow pits with all lead & lift & transporting ,required slope and compacted to meet requirment of table 300.2 with lead upto 1000 m as per tech. clause 303.1.
9095.63
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SH -:WBM-I
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Providing, lyaing,spreading and compacting stone aggregates of specificic size to WBM specification i/c spreading uniform thickness hand packing rolling with three wheel 80 - 100 KN static roller in stages to a proper grade as per technical specification as clause 404.(A) By manual means
7966.13
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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.
5352.34
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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).
48279.56
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Item : 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).
48279.56
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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.
48279.56
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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.
48279.56
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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
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.)
57
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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.
19
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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
4
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5 Year Routine maintenance
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First year
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1661000
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Second Year
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2874000
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Third year
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4086000
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Forth year
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5299000
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Fifth Year
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6524000
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