Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Manpower Supply
Eprocure
Opening Date16 Jul 2018
Closing Date1 Aug 2018
Tender Amount₹ 33,01,83,810
Costs
EMD
₹ 66,71,000Document 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
2018_CEAR_65986_1Bid Award Id
ViewTender No
RWD/DPIU-II/PMGSY/CT-NIT/4Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Construction of reference pillars as per Fig 1600.1 (b) as per drawing and techinical specification Clause1602.1
50
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Construction of job pillars as per Fig 1600.1 (d) as per drawing and techinical specification Clause1602.4
20
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SH: EARTHWORK IN ROAD FORMATION { Formation cutting }
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Excavatio in all kinds of soil,ordinary rock and hard rock(requiring blasting including cutting and trimming of side slopes as per specification and disposal cut materials with a lift upto 1.5 mtr and lead upto 20 mtr.
894433.33
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SH : EARTHEN DRAIN
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Construction of unlined surface drain of average cross-sectional area 0.40 sqm in all kind of soil to specified line,grade,levels and dimensions excavated materials to be used in embakement with a lift of 3 mtr and lead of 50 m (Average lead 25 m) as per technical specification
29640.5
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SH: CROSS DRAINAGE WORKS: [SLAB CULVERT 1.50, 2.00, 4.00 & 6.00 METRE SPAN]
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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 backfilling in trenches with excavated suitable material. Upto 3 mtr depth
17615.64
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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 M 15 Nominal mix 1:2.5:5
1320.05
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1203 Coursed Rubble masonry ( 1st sort ) In 1:4 cement mortar
3136.67
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1203 Coursed Rubble masonry ( 2nd sort ) In 1:4 cement mortar
4872.28
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 With Granular material
1957.23
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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 and technical specification Clauses 614,709, 1204.3.7
1576
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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. For design mix RCC M 25
281.64
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Providing and laying reiforced cement concrete in superstructure as per Drawing and technical specification clauses 800,1205.4,1205.5.For nominal mix 1:2:4(Hand mixing)
258.38
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Supplying, fitting, and placing HYSD bar reinforcement (Fe415)in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
31.23
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S H : MINOR BRIDGE OF SPAN : 15.00 MTRE
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I. ABUTMENT
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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 side and bottom and backfilling in trenches with excavated suitable material.
1817.06
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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) Nominal mix 1:3:6
126.19
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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 R.C.C grade M 20 For design mix RCC M 20 for nominal mix 1:2:4
1319.37
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material
207.4
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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 and technical specification Clause 614, 709, 1204.3.7
360
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Drainage spouts complete as per drawing and technical specifications Clause 1209
28
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 R.C.C grade M 20
18.79
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Providing PCC M-20 architectural copping on the top of wing wall,return wall etc. complete as per drawing and technical specification Clauses 615,710 and 1204.3.11
75.93
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SUPERSTRUCTURE
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Plain/reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800,1205.4 and 1205.5 R.C.C grade M 25
169.92
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Supplying, fitting and placing TMT bar reinforcement in substructrue complete as per drawings and technical specification Clauses 1002,1010 & 1202
23.92
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Providing and laying of an elastomeric slab expansion join complete as per approved drawing and specification to be installed by manufacture/supplier or their authorised representative ensuring complaince to the manufacture's.
24
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Providing & 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 SWG wire mesh of 10 cm x10 cm (Wooven diagonally) 4 mm dia i/c lying properly the mesh by cuttig the mouth
340.2
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SH : PROTECTION WALL
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Earth work in excavation for structure as per drawing and technical specification Clause 305.1 including setting out,construction of shoring and bracing ,removal of stumps and other deliteriouses material and deposal upto a lead of 50m,dressing of side , (i) Ordinary soil upto 3m depth.
950.22
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Plain/ reinforcement cement concrete in sub structure complete as per drawing and technical specification clauses 802,804,805,806,807,1202 and 1204 PCC grade M15 nominal mix 1:2.5:5(Hand mixing)
231.77
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-
Stone masonry work in cement morter in foundation complete excluding pointing and plaster as per drawing and technical specifications and clauses 702,704,1202and 1203. (i)Course rubble masonry ( 2nd sort)in cement mortar 1:4
2337.08
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Providing and laying reinforced cement concrete in superstructure as per Drg. and technical specification clauses 800,1205.4,1205.5 For nominal mix 1:2:4(Hand mixing)
79.28
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Back filing behind the Abutment, wing wall and return wall complete as per drawing and technical specifications ,clause 1204.3.8 Gnranular materials
836.06
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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
1091.69
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S H : SIGN BOARD & ROAD FURNITURE
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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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i. 5th Kilometre Stone (precast)
6
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ii. Ordinary Kilometer Stone (Precast)
25
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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing .Three MS plates of 1.6mm thk.top and middle plate duly welded with MS flat iron 25mmx5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25mmx25mmx5mm.The angle iron frame of the lower most plate and flate iron frame of middle plate will be welded to 2nos.75mmx75mmof 12 swg sheet tubes posts duly embedded in c.c M-15 grade blocks of 450mmx450mmx600mm,600mmbelow ground level.The top most diamond plate will be welded to middle plate by 47mmx47mm of 12 swg steel plate tube . All M.S will be stove enameled on both sides.Lettering and printing arrows,borders etc will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All section of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per Drg.clause 1701 and 1700.1
2
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Provision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone,approch transition zone,working zone and terminal transition zone with a minimum distance of 2-3 from the edge of the carriage way. the bottom edge of the lowest sign plate to be not less than 2m above the road level,fixed on600mmx699mmx6mm angle iron post, founded and installed as per approved design and drawings,removed and disposed of after completion of construction work,all as per IRC:SP:55-2001.
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a. Road ahead closed.
2
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b. Men at work.
2
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c. Slow
2
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d. Diversion.
2
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e. Stop.
2
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MAJOR BRIDGE AT CH.28.95 KM
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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 backfilling in trenches with excavated suitable material.O/Soil i) Depth 3.M to 6 m depth
296.86
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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 backfilling in trenches with excavated suitable material.Hard rock (blasting prohibited)
140.62
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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 M 10
7.81
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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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PCC Grade M20
78.24
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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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R.C.C. grade M 25
113.1
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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 M 15
16.5
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Providing steel R.S.Js/built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications Clause 1205.6
99.1
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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
55
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Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
6.84
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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
12.5
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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
6.04
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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
10.75
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Providing fitting and fixing mild steel railing complete as per drawing and technical specifications Clause 1208.2
116.6
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Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
9.4
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Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
340
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Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
340
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-
Drainage spouts complete as per drawing and technical specifications Clause 1209
12
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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 and technical specification Clauses 614, 709, 1204.3.7
80
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
390.85
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Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
8.28
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Providing and inserting dowels bars of 25 mm dia (TMT) to a depth of 400 mm anchored in the hard rock by grouting with cement slurry, as per specification and making good all complete as directed.
84
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Protection Works :
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Providing & laying of boulder apron laid in wire crates with 14mm dia GI wire conforming to IS : 280 in 100 mm x 100mm mesh (woven diagonally) including 10% extra for laps 7 joints laid with stone boulder weighing not less than 25 Kg each as per drawing and technical specifications Clause 1301
280
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-
Providing and laying Pitching on slopes laid over prepared Filter media asper drawing and technical specifications clause 1302 I. Stone Boulder
230.51
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Providing and laying Filter material underneath Pitching in slopes complete asper drawing and technical specifications clause 1302
115.25
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MAJOR BRIDGE AT CH.18.39 KM
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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 backfilling in trenches with excavated suitable material.Ordinary soil i) Depth 3.M to 6 m depth
296.86
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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 backfilling in trenches with excavated suitable material.Hard rock (blasting prohibited)
140.62
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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
-
-
-
P.C.C grade M 10 Nominal mix 1:3:6
7.81
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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
-
-
-
PCC Grade M20
78.24
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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 5 m,R.C.C. grade M 25
113.1
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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
-
-
-
P.C.C grade M 15,Nominal mix (1:2.5:5)
16.5
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-
Providing steel R.S.Js/built-up steel sections including cutting, welding/rivetting, hoisting, fixing in position for composite girders with shear connectors complete with painting as per drawing and technical specifications Clause 1205.6.Steel section
90.74
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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,R.C.C M 25
62.05
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Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
6.84
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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
12.5
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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
6.04
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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
10.75
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Providing fitting and fixing mild steel railing complete as per drawing and technical specifications Clause 1208.2
116.6
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Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
9.4
-
-
Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
340
-
-
Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
340
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-
Drainage spouts complete as per drawing and technical specifications Clause 1209
12
-
-
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 and technical specification Clauses 614, 709, 1204.3.7
80
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8,I) Granular material
390.85
-
-
Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
8.28
-
-
Providing and inserting dowels bars of 25 mm dia (TMT) to a depth of 400 mm anchored in the hard rock by grouting with cement slurry, as per specification and making good all complete as directed.
84
-
-
Protection Works :
-
-
-
Providing & laying of boulder apron laid in wire crates with 14mm dia GI wire conforming to IS : 280 in 100 mm x 100mm mesh (woven diagonally) including 10% extra for laps 7 joints laid with stone boulder weighing not less than 25 Kg each as per drawing and technical specifications Clause 1301
260
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-
Providing and laying Pitching on slopes laid over prepared Filter media asper drawing and technical specifications clause 1302 I. Stone Boulder
230.51
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-
Providing and laying Filter material underneath Pitching in slopes complete asper drawing and technical specifications clause 1302
115.25
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