Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date18 Feb 2019
Closing Date23 Feb 2019
Tender Amount₹ 1,66,03,506
Costs
EMD
₹ 3,39,540Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEAR_73625_2Bid Award Id
ViewTender No
AR603075Tender 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) Below water level
148.4
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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 Normal mix 1:2.5:5
37.1
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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 RCC grade M25
222.07
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (i) With Granular material
79.2
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Providing 75 mm dia weep holes including supplying and fixing 75 mm dia. AC Pipes in weep holes as directed by Engineer-in-Charge.(@1000 mm C/C both horizontally & vertically regularly staggered )
30
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Supplying, fitting & placing HYSD bar reinforcement in foundation complete as per drawing and technical classification clause1000 and 1202.
4.77
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RETURN WALL
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Earthwork in excavation of foundation trenches including filling up of the trenches and removal of surplus spoils after completion of foundation work, ramming, de-watering etc. as directed by the Engineer-in-Charge.
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(a) Upto water level
426.97
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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 Normal mix 1:2.5:5
36.6
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Cement concrete work in proportion 1:3:6 with 13 mm to 40 mm down grades coarse aggregate in wing wall abutment and pier shaft as per specification including centring, shuttering with lining at all exposed faces of concrete, shoring, bailing out water as directed by the Engineer-in-Charge
145.08
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Providing 75 mm dia weep holes including supplying and fixing 75 mm dia. AC Pipes in weep holes as directed by Engineer-in-Charge.( @ 1000 mm C/C both horizontally & vertically regularly staggered )
252
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Supplying, fitting & placing HYSD bar reinforcement in foundation complete as per drawing and technical classification clause1000 and 1202.
2.7
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (i) With Granular material
118.03
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Earthwork in excation for structure as per drawing and technical specification clause 305.10 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 back filling in trenches with excavated suitable material.(ii) 3.00 m to 6.00 m depth.
221.87
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Bridge Super Structure
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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 20
112.04
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Supplying, fitting & placing HYSD bar reinforcement in foundation complete as per drawing and technical classification clause1000 and 1202.
15.54
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Reinforced Cement Concrete wearing coat in proportion 1:1.5:3 of average thickness 75 mm with 20 mm down graded coarse aggregate, including supplying, placing in position etc. of 6 mm dia both ways mesh reinforcement, making necessary joints and side drains etc., curing and carriage of all materials complete as per drawing and specifications and as directed by the Engineer-in-Charge.Clauses 800 & 1206.3
131.4
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Providing drain holes in superstructure and supplying and fixing 100 mm dia CI drain outlet pipes, drip moulding etc. complete as per drawing and specification including cost of all materials and labour.
8
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Supplying, fitting and fixing CI gratings of size 210 mm x 210 mm x 12 mm over drain holes in superstructures as directed by Engineer-in-Charge.
8
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Providing expansion joints in road way slab and parapet with necessary angles, plates etc. as per standard drawing BD1-69 of Ministry of Transport, Govt. of India, as per specifications complete including cost and carriage of all materials as directed.
2
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Providing Reinforced Cement Concrete handrail and rail post as per standard drawing BD 2-71 (for bridges with foot path), of Ministry of Transport, Govt. of India, with concrete and steel as specified including cost of all concrete, shuttering, reinforcement etc. and all labour complete as per specifications and as directed by the Engineer-in-Charge.
43.8
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Supplying, fitting and fixing MS roller and rocker bearings with seismic attachment, anchor bolts etc. as per approved drawings and specifications including supplying and applying a thin film of neutral grease to the bearings all as directed by the Engineer-in-Charge. (Each set comprising of one roller cum rocker bearing and one rocker bearing).
8
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SUB: SOIL INVESTIGATION
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Cost of transportation of plants, equipments and personal effects to the site of work and back as per the mobilisation.
1
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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).
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At 2 abutments @ 1bore
12
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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
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Compilation of laboratory test result including preparation and submission of report
1
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PROTECTION WALL [ 4.00 mtr High]
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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 Upto 3 m depth
40.47
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Providing concrete for plain/renforced concrete in open foundations complete as per drawing and technical specification clouse 802, 803, 1202 & 1203.
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I.PCC Grade M10
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(ii) Normal mixed 1:3:6 (hand mixing)
0.81
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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 ( Ist sort ) In 1:5 cement mortar
30.13
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Stone masonry for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 Dry rubble masonry
27.54
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Backfilling behind Retaining wall complete as per drawings & technical specification Clause 1204.3.8 With Granular material
11.23
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