Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Eprocure
Opening Date4 Mar 2019
Closing Date11 Mar 2019
Tender Amount₹ 1,46,95,499 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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(b) Below water level

176.4

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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

205.27

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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

118.8

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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 )

44

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Supplying, fitting & placing HYSD bar reinforcement in foundation complete as per drawing and technical classification clause1000 and 1202.

8.37

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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

147

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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

11.52

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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

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II RCC M25

120.72

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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.

1.2

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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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Supply and fabrication of steel work at Fabricators workshop comprising of tower legs, portal bracings, stiffening truss, wind stay, cross girder, deck panels, wind bracing, handrails, stringer, kerb channel, bearings for stiffening truss etc. and delivered at bridge site in undamaged condition including straightening, descaling, degreasing, cutting to size and shape, drilling, welding and grinding, supply of all MS/HTS shop or site bolts, nuts & washers, holding down bolts and nuts with anchor plates for towers, bearings etc., trial assembling at workshop, one priming coat of shop paint with red lead paint conforming to IS-102 with all labour, material, cost of paints, consumables, etc. complete as per specification and as directed by the Engineer-in-Charge

60000

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Taking delivery of fabricated steelwork, leading to and at site as necessary, assembling and erection of fabricated steel structure to proper line , level and camber as per approved drawings complete in all respect including transportation and handling in and specification including supply of all fasterners, painting of all exposed surfaces of steelwork after erection with one site coat of red lead to IS-102 and two coats Alumunimium paint to IS-2339, grouting of anchor bolts in position, including all labour, consumables, materials, machinery, tools and tackles complete as per specification and as directed by the Engineer-in-Charge

10220

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Supplying,fitting and fixing Elastomeric bearings on the top of the abutment cap or pier cap with the underside of the girder with epoxy resin mortar as directed by the Engineer-incharge and specifications confirming to IRC : 83 Part II 1987.

2

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providing Drainage Spouts complete as per drawing and Technical specification I,e corrosion resistant structural steel of GI pipe 100mm dia,GI bolt 10mmdia and Galvanised MS flat clamps.

571

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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification

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RCC Grade M25 Solid slab-Superstructure

42.86

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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

5.71

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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.

50

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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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(i) 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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