Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of PMGSY Tender
Costs
EMD
₹ 2,64,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CEAR_73490_1Bid Award Id
ViewTender No
AR06/01/030Tender 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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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. i) M 20
293.28
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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
149
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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.
4.91
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RETURN WALL
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ABUTMENT 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.
529.02
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Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
45.34
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Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
321.07
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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.
4.66
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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
179.11
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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.
360.734
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BRIDGE SUPERSTRUCTURE
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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
179.1
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Supplying, fitting & placing HYSD bar reinforcement in foundation complete as per drawing and technical classification clause1000 and 1202.
28.12
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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
172.5
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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 and laying a buried expansion joint coverd with 12 mm thick , 200m wide galvanised weldable structrual steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia, 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, as per technical specifications Clauses 1207.2.3
2
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Construction of RCC railing of M20 grade in caste in- situ with 20mm nominal size aggregate, true to line and grade, 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
45
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Quantity of Steel [ As per Drwg. Sheet No. SD/227/S-2, Page-47]
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). 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] 60m long
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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.
31.95
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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. i) Nomonal mix 1:2.5:5 (ii) Normal Mixed 1:2:6 (Hand Mixed)
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 (2nd sort) In 1:4 cement mortar
27.54
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Backfilling behind Retaining wall complete as per drawings & technical specification Clause 1204.3.8 With Granular material
11
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