Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date25 Jul 2018
Closing Date24 Aug 2018
Tender Amount₹ 2,35,58,000
Costs
EMD
₹ 4,72,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Dharmapuri Dt - High Level Bridge at Keeraipatti to Harur - Sitheri Road (Via) Kelaparai Km.0/250 MRL 10 in Package No.TN04-125 of Harur Block P125
Description
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Contact
Tender Id
2018_RDTN_66500_1Bid Award Id
ViewTender No
Roc.No.574/17/R2 Dt.19.07.2018P125Tender 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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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.(without dewatering).Dressing the bed.
253.34
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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.(with dewatering and shoring) in ordinary soil
172.04
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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.(with dewatering and shoring) Upto 3 m depth in Hard rock not requiring blasting
494.63
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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
21.51
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Providing concrete for Reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 - R.C.C. grade M 35 (Footing ) M35 Grade
223.85
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Reinforced Cement Concrete in substructure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 & 1204. M35 Grade (Below Sill)
41.05
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Reinforced Cement Concrete in substructure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 & 1204 - M35 Grade (Bed block)
10.18
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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 1(V):20:H) towards drawing face complete as per drawings and technical specifications Clauses 614, 709, 1204.3.7
112
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Reinforced Cement Concrete in substructure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 & 1204. M35 Grade (Below Sill) Pier
6.71
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Reinforced Cement Concrete in substructure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 & 1204 - M35 Grade
127.9
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Reinforced cement concrete in substructure complete as per drawings and technical specifications clause 802,804,806,1202&1204 .Pier (Above Sill)
12.15
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Reinforced cement concrete in substructure complete as per drawings and technical specifications clause 802,804,806,1202&1204 .Pier Cap (Above Sill) M35 Grade
17.82
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Reinforced cement concrete in substructure complete as per drawings and technical specifications clause 802,804,806,1202&1204 . M35 Grade
2.39
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8
97.33
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
174.7
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supplying,fitting and fixing in position true to line and level elastomeric bearing conforming to IRC :83 (part II) section IX complete , including all accessories as per drawings and technical specification clause 1207.
502071
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Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing approved specifications to be installed by manufacturer / supplier or their authorised reprensentative ensuring compliance to the manufacture ' s instructions for installation and as per technical specifications clause 1207.2.5.
34
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications clauses 800,1205.4 and 1205.50 M35 Grade
82.02
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications clauses 800,1205.4 and 1205.50 M35 Grade
109.59
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Supplying, fitting and placing HYSD bar reinforcement (Fe 500 D) in Sub structure complete as per drawings and technical specification Clauses 1002, 1010 & 1202
46.03
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Supplying, fitting and placing HYSD bar reinforcement (Fe 500 D) in Super structrue (deck slab) complete as per drawings and technical specification Clauses 1002, 1010 & 1202
34.5
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Supply and fabrication of S - 240 steel requird for all RCC items of work involved in the schedule cost of steel at site fabrication , labour for cleaning the rosa straightening, cutting, bending, typing grills,, cost of binding wirw, provision of spacer bars, cover blocks, and all other incidental charges etc.,complete.
3.18
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P.C.C M15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clause 800 and 1211.
7.2
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Reinforced Cement Concrete M30 grade approach slab including reinforcement and Formwork complete as per drawing and technical specifications Clause 800 and 1211.
18.27
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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
31.89
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Construction of R.C.C. Crash Barrier of M 40 grade in cast-in-situ with 20 mm 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.
32.49
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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
6.3
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Drainage spouts complete as per drawing and technical specifications Clause 1209
18
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Cost of Bridge Proper (Retaining Walls)
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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.
921.6
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Providing concrete for plain / reinforced Cement Concrete in open foundation complete as per drawings and technical specifications clauses 802,803,1202 & 1203
57.6
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Providing concrete for Reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 - R.C.C. grade M 30
417.6
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Reinforced concrete in substructure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 - R.C.C. grade M 30
525.6
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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 1(V):20:H) towards drawing face complete as per drawings and technical specifications Clauses 614, 709, 1204.3.7
240
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Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500, conforming to IS:1786-1985, steel required for all RCC items of works Fe-500 grade.
46.56
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Approach Road
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Excavation for roadwork in soil with hydraullic excavator of 0.9 cum bucket capacity including cutting and loading tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per technical specification clause 302.3
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90% Compaction
1162.5
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100% Compaction
388.13
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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401 Grading III
130.39
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.(Grading II)
53.43
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(Grading III)
32.34
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
431.25
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with Primer cleaned with Hydraulic broom as per Technical Specification Clause 503.
431.25
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Providing, laying and rolling of open graded premix carpet of 20 mm thick compossed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a 3 wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seel coat of either Type A or Type B or Type C as per technical specification clause 508
431.25
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510
431.25
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Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry
37.5
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Sign board
1
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Name Board
1
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Routine Maintenance** after completion of construction works (Lump-sum Amount for each year Per Km.)
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For 1st year
1
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For 2nd year
1
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For 3rd Year
1
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For 4th Year
1
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For 5th Year
1
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GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package}
(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)
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