Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Eprocure
Opening Date26 Jul 2018
Closing Date25 Aug 2018
Tender Amount₹ 65,53,59,000
Costs
EMD
₹ 1,31,08,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Lower Subansiri District to Tali Block HQ
Description
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Contact
Tender Id
2018_CEAR_66485_1Bid Award Id
ViewTender No
EE/RWD/JMN/PMGSY/NIT/2018-19/3Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
Construction of reference pillars as per Fig.1600.1(b) as per drawing and Technical Specification Clause 1602.1
300
-
-
Construction of Job pillars as per Fig.1600.1(d) as per drawing and Technical Specification Clause 1602.4
209
-
-
SH: Earthwork in Road formation Cutting
-
-
-
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.
1042193.88
-
-
Excavation in ordinary rock using mechanical means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
213424.82
-
-
Excavation in hilly areas in hard rock requiring blasting, by mechanical means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2.
109732.31
-
-
(SH : EARTHEN SIDE DRAIN)
-
-
-
Excavation in soil in Hilly Area by manual means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1
11763.02
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-
Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
3535.62
-
-
Excavation in hilly areas in hard rock requiring blasting, by mechanical means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2.
2807.81
-
-
SH:- C.D. Structure(Slab Culvert 1.50 mtr.Span=148 Nos,2.00mtr.Span=61Nos,4.00mtr.Span=23 Nos,6.00mtr.Span=8 Nos and 10.00mtr.Span = 4 Nos.
-
-
-
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
11501.08
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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
14365.68
-
-
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 10 Nominal mix 1:3.6
2436.12
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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 ( 2nd sort ) In 1:4 cement mortar
11562.1
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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 ( 2nd sort ) In 1:5 cement mortar
7039.28
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 With Granular material
3324.71
-
-
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
10006
-
-
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
2164.29
-
-
Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11
2520.44
-
-
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
388.08
-
-
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
4.5
-
-
Drainage spouts complete as per drawing and technical specifications Clause 1209
6
-
-
Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instruction
12
-
-
Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and formed into the j
12
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-
Supplying, fitting and fixing tar paper bearings on the top of the abutment cap as directed by the Engineer-in-Charge (Concrete face should be abraded by chipping and grinding and properly cleaned before application of tar paper).
7.2
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Construction of R.C.C ralling of M 25 grade in cast-in-situ with 20 mm moninal size aggregate, true to line and grade, tolerance of vertical ralling post not to exceed 1 in 500, centre-to centre spacing between vertical posts not to exceed 2000 mm as per
20
-
-
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
248.57
-
-
Cost of transportation of planks, equipments and personal effects to the site of work and back as per the mobilisation.
4
-
-
Boring/ drilling holes at the abutments, anchor block in river banks through all kind of soil and rock upto depth of 20 m from the ground level ( 50 mm dia ).
4
-
-
Collection of soil sample and conducting on selection, selected soil and rock samples to natural moisture contents particles size, distribution of liquid and plastic limit, bulk and dry density of confined and specific gravity on soil samples, moisture ab
4
-
-
Compilation of laboratory test result including preparation and submission of report
1
-
-
SH: PROTECTIVE STRUCTURE ( Breast Wall 1.80mtr.ht. = 1050 mtr. and Retaining Wall 4.00mtr.ht. = 1150 mtr. )
-
-
-
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
2412
-
-
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
4370
-
-
Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Coursed Rubble masonry ( 2nd sort ) In 1:6 cement mortar
5096.65
-
-
Providing and laying dry rubble flooring complete as per drawing and technical specifications Clauses 1303.3
3968.1
-
-
SH: ROAD FURNITURE,TRAFFIC SIGNS AND MISCELLANEOUS ITEMS
-
-
-
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. (i) 5th kilimetre Stone(Precast)
12
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(ii) Ordinary Kilometer Stone (Precast)
60
-
-
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. 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 posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
1
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801.
12
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-
Providing and fixing of typical PMGSY Citizen information sign board with logo as per MORD specifications and attached drawing. Two M.S plates/boards of 1.6 mm thick, duly welded with MS flat iron cleat 50 mm x 5o mm size on edges. Top and botttom plate will welded to 2 nos. 75 mm tubes posts duly embedded in cement concrete M-15 grade blocks of 600 x 600 x750 cm below ground level . All MS will be stove enameled on both sides. Lettering and printing arrows, boarder etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and clour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1. The rate inclusive of all material, fitting and fixing at site etc.
1
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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. (a) Road ahead closed.
2
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-
(b) Stop
2
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-
C/o Single Lane 40.00 mtr. Span Bailey Bridge over River Herin
-
-
-
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. b) Upto 9 m depth
308
-
-
Providing concrete for plain/reinforeced concreete in open foundation complete as per drawings and techanical specification clause 802,803,1202,1203 (PCC grade M 20 1:2:4)
26.9
-
-
Providing concrete for plain/reinforeced concreete in open foundation complete as per drawings and techanical specification clause 802,803,1202,1203 (PCC grade M 20 1:2:4)
618
-
-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.
6.86
-
-
Providing weepholes in stone masonary, 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
76
-
-
Supplying, fitting and placing with HYSD bar reinforcment (Fe 415) in foundation complet as per drawing and techanical specification Clauses 1000,&1202
1.51
-
-
Supplying, fitting and placing with HYSD bar reinforcment (Fe 415) in substructure complete as per drawing and techanical specification Clauses 1002,1005,1010&1202
1.49
-
-
Manufacturing and supplying of all components of GRSE Portable Steel Deck Bailey Bridge for DSR Construction,extrawide (Carriageway width 4.25 m) bridge, suitable upto class 40 R loading as per IRC:6, complete with steel decking, End posts, Base plates, Bearing etc. but excluding the cost of fitting, fitting & erection.
1
-
-
Fitting, fixing and erection/launching of standard bailey bridge complete as per technical specification clause
80.85
-
-
Cost of transportation of plants, equipments and personal effects to the site of work and back as per the mobilisation.
1
-
-
Boring/ drilling holes at the abutments, anchor block in river banks through all kind of soil and rock upto depth of 20 m from the ground level ( 50 mm dia ).1 bore in each abutment point @ 5.00 M Deep
12
-
-
Collection of soil sample and conducting on selection, selected soil and rock samples to natural moisture contents particles size, distribution of liquid and plastic limit, bulk and dry density of confined and specific gravity on soil samples, moisture absorption cost, unit weight, ceriazial compressive strength test etc. complete.
2
-
-
Compilation of laboratory test result including preparation and submission of report
1
-
-
C/o Single Lane 40.00 mtr. Span Bailey Bridge over River Pai.
-
-
-
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. b) Upto 9 m depth
308
-
-
Providing concrete for plain/reinforeced concreete in open foundation complete as per drawings and techanical specification clause 802,803,1202,1203 (PCC grade M 20 1:2:4)
26.9
-
-
Providing concrete for plain/reinforeced concreete in open foundation complete as per drawings and techanical specification clause 802,803,1202,1203 (PCC grade M 20 1:2:4)
618
-
-
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.
6.86
-
-
Providing weepholes in stone masonary, 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
76
-
-
Supplying, fitting and placing with HYSD bar reinforcment (Fe 415) in foundation complet as per drawing and techanical specification Clauses 1000,&1202
1.51
-
-
Supplying, fitting and placing with HYSD bar reinforcment (Fe 415) in substructure complete as per drawing and techanical specification Clauses 1002,1005,1010&1202
1.49
-
-
Manufacturing and supplying of all components of GRSE Portable Steel Deck Bailey Bridge for DSR Construction,extrawide (Carriageway width 4.25 m) bridge, suitable upto class 40 R loading as per IRC:6, complete with steel decking, End posts, Base plates, Bearing etc. but excluding the cost of fitting, fitting & erection.
1
-
-
Fitting, fixing and erection/launching of standard bailey bridge complete as per technical specification clause
80.85
-
-
Cost of transportation of plants, equipments and personal effects to the site of work and back as per the mobilisation.
1
-
-
Boring/ drilling holes at the abutments, anchor block in river banks through all kind of soil and rock upto depth of 20 m from the ground level ( 50 mm dia ).1 bore in each abutment point @ 5.00 M Deep
12
-
-
Collection of soil sample and conducting on selection, selected soil and rock samples to natural moisture contents particles size, distribution of liquid and plastic limit, bulk and dry density of confined and specific gravity on soil samples, moisture absorption cost, unit weight, ceriazial compressive strength test etc. complete.
2
-
-
Compilation of laboratory test result including preparation and submission of report
1
-
-
C/o Single Lane 50.00 mtr. Span Bailey Bridge over River Salu
-
-
-
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. b) Upto 9 m depth
1865.67
-
-
Providing concrete for plain/reinforeced concreete in open foundation complete as per drawings and techanical specification clause 802,803,1202,1203 (PCC grade M 20 1:2:4)
167.65
-
-
Providing concrete for plain/reinforeced concreete in open foundation complete as per drawings and techanical specification clause 802,803,1202,1203 (PCC grade M 20 1:2:4)
1089.8
-
-
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
18.5
-
-
Providing weepholes in stone masonary, 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
296
-
-
Supplying, fitting and placing with HYSD bar reinforcment (Fe 415) in foundation complet as per drawing and techanical specification Clauses 1000,&1202
5.91
-
-
Supplying, fitting and placing with HYSD bar reinforcment (Fe 415) in substructure complete as per drawing and techanical specification Clauses 1002,1005,1010&1202
3.81
-
-
Manufacturing and supplying of all components of GRSE Portable Steel Deck Bailey Bridge for DSR Construction,extrawide (Carriageway width 4.25 m) bridge, suitable upto class 40 R loading as per IRC:6, complete with steel decking, End posts, Base plates, Bearing etc. but excluding the cost of fitting, fitting & erection.
1
-
-
Fitting, fixing and erection/launching of standard bailey bridge complete as per technical specification clause
99
-
-
Cost of transportation of plants, equipments and personal effects to the site of work and back as per the mobilisation.
1
-
-
Boring/ drilling holes at the abutments, anchor block in river banks through all kind of soil and rock upto depth of 20 m from the ground level ( 50 mm dia ).1 bore in each abutment point @ 5.00 M Deep
12
-
-
Collection of soil sample and conducting on selection, selected soil and rock samples to natural moisture contents particles size, distribution of liquid and plastic limit, bulk and dry density of confined and specific gravity on soil samples, moisture absorption cost, unit weight, ceriazial compressive strength test etc. complete.
2
-
-
Compilation of laboratory test result including preparation and submission of report
1
-
-
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