Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date4 Feb 2019
Closing Date18 Feb 2019
Tender Amount₹ 14,12,18,025
Costs
EMD
₹ 28,97,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Road From Pinte To Sakiang (full Const.)
Description
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Contact
Tender Id
2019_CEAR_73767_1Bid Award Id
ViewTender No
AR0703028Tender 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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Construction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4
200
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SH: Earthwork For Weddening
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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
26185
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Excavation in soil in Hilly Area by mechanical 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 Technical Specification Clause 1603.1
5493.51
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Excavation in hilly area in ordinary rock using manual means including loading in a truck and carrying of excavated materials to embankment site with lift upto 1.5 mtr and lead upto 20mtr as per clause 1603.2
2354.36
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Excavation in hilly areas in ordinary rock not requiring blasting,by Mechanical means including cutting and trimming of slopes and disposal of cut matrial with lift upto 1.5 m lead upto 20 m as per clause 1603.2
1421.85
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SH: Sub grade Preparation.
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SH:-SUB-HEAD:EARTHEN SHOULDER.
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Construction of sub-grade and earthen shoulders with approved material obtained from borrow pith with all lifts and leads, transportating to site, spreading , grading to required slope compacted to meet requirement of Table 300.2 with lead upto 1000 m as
6974.78
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Granular Sub Base
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Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place
9458.23
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WBM GRADING II
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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 smooth wheel roller 80-100 kN in stages to proper grade and camber, a
5265.51
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WBM GRADING III
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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 smooth wheel roller 80-100 kN in stages to proper grade and camber, a
5265.51
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Prime Coat
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Providing and applying prime 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 m/means as technical specification Clause 502. Low Porosi
70206.75
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Tack Coat
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Providing and applying tack coat with bitumen emulsion (RS -1 ) using emulsion distributer at the rate of 0.25 sqm to 0.30 sqm kg per sqm on the prepared granular surface trated with primer & cleaned with hydraulic boom as per tech specification Clause 50
70206.75
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PMC (20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen Binder)
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed 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
70206.75
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SEAL COAT
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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. By Manual Means ,T ype A and B , )
70206.75
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SH : Pucca Side Drain
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Earth work in excavation for structures as per drawing and techanical specifications Cluse 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.
1800
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Providing and laying cement concrete 1 : 3 : 6 in open foundations complete as per drawings and techanical specifications Cluse 802,1202&1203 (PCC grade M 10)
360
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Stone masonry ( First sort) with hard stone in foundations and plinth as per drawing and techanical specifications Clauses 702,704,1202&1203 in cement mortar 1 : 3 (1 cement : 3 fine sand).(CRM 1st Sort)
566.4
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Plastering with cement mortar (1:3) 15 mm thick on brick work in parapet as per technical specifications clause 613.4 and 1208.4
4976
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Neat cement punning
4976
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SH : Protection Works
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Sub Head:- Retaining Wall- 3.00 mtr hight, ( As per IRC SP-20-1979)
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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 back filling in trenches with excavated suitable materials.
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I. a) Ordinary Soil (I) Upto 3 m depth.
740.4
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Stone masonry ( second sort ) with hard stone in foundation and plinth as per drawing and technical specification clauses 702,704,1202 & 1203 in cement mortar 1 : 5 (1 cement : 5 find sand) (RRM)
830.89
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
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II) Coursed Rubble Masonry (2nd sort) ii) In 1:4 Cement mortar.
771.09
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8 ( Granular Material )
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I) Granular material
679.78
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Providing weepholes in 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 and technical specification Clauses 614,709.1204.3.7
606
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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
1149.56
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CROSS DRAINAGE WORKS
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Slab Culverts 1.5 mtr span
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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 back filling in trenches with excavated suitable materials. Ordinary Soil Upto 3m depth
705.54
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Providing concrete for plain/reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203, P.C.C grade M 10 (i) Nominal mix 1:3:6
129.73
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Stone masonry in cement mortar in foundation complete as per drawing and techanical specifications Clauses 702,704,1202&1203 Coursed rubble masonry (1st sort) (i) In 1:3 cement mortar
259.88
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Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
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Earth filling
315.93
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Sub Structure
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Stone masonry in cement mortar in substructure complete as per drawing and techanical specifications Clauses 702,704,120 and 1204
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Coursed Rubble masonry (2nd sort) (i) In 1:4 cement mortar
143.2
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Providing weepholes in brick masonry/stone masonary , plain/reinforced concrete anutment, 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 techanical specification Clauses 614,709,1204.3.
192
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
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Granular material
41.73
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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 R.C.C grade M 20 For nominal mix 1:2:4
43.35
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P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and technical specifications Clauses 800 and 1211
3.312
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Nominal mix (1:2.5:5)
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010and 1202
3.32
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15.00 mtr Span Bridge
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ABUTMENT
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Earth work in excavation for structures as per drawing and techanical specifications Cluse 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.
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Ordinary soil
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Upto 3 m depth
113.4
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3 m to 6 m depth
83.46
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Ordinary rock (not requiring blasting)
82.03
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Hard rock (blasting prohibited)
49.22
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Providing concrete for plain/reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203
18.14
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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
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R.C.C Grade M20
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Nominal mix (1:2:4)
239.96
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
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i)Granular material
88.56
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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
64.35
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Providing weepholes in brick masonry/stone masonary , plain/reinforced concrete anutment, 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 techanical specification Clauses 614,709,1204.3.
84
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002,1005,1010 &1202
3.87
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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 1207.1
153600
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Wing walls &Return walls
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Earth work in excavation for structures as per drawing and techanical specifications Cluse 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.
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Ordinary soil
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Upto 3 m depth
300.38
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3 m to 6 m depth
221.08
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Ordinary rock (not requiring blasting)
217.27
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Hard rock (blasting prohibited)
130.36
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Providing concrete for plain/reinforced concrete in open foundations complete as perdrawings and technical specifications Clause 802, 803, 1202 & 1203
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P.C.C grade M 10
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(i) Nominal mix 1:3:6
43.4
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204
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For Height upto 5 m
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P.C.C grade M 15
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i) Nominal mix (1:2.5:5)
469.33
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Providing weepholes in brick masonry/stone masonary , plain/reinforced concrete anutment, 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 techanical specification Clauses 614,709,1204.3.
48
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002,1005,1010 &1202
5.66
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
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i)Granular material
140.29
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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 Super structure
566.78
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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 RCC M25
87.54375
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010and 1202
9.81
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Drainage spouts complete as per drawing and technical specifications Clause 1209
6
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Providing and laying a buried expansion joint, covered with 12 mm thick, 200 mm 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
12
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Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size agrigate, true to line and grade tolerance of vertical railing post not to exeed in 1 in 500 centre-to-centre spacing between vertical posts not to exeed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
33.6
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PROTECTION WORK
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Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
60
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Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301
36
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SUB: SOIL INVESTIGATION
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Cost of transportation of planks, 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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1bore in each abutment point @7.00 M to 6.00 M Depth
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 ab
2
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Compilation of laboratory test result including preparation and submission of report
1
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SH :-Road sign Board
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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
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a). Ordinary 1 Km-stone (size - 66 X 35 X 25 cm)
16
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b) 5th Km. Stone (size 107.50x58x25cm)
4
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c) 200m Stone (Precast)
182
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Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
14.4
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
5.4
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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
2
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2
42
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Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704
80
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Providing and fixing of typical PMGSY Citizen information sign board with Logo as per MORD specifications and drawing. Two MS Plates/Boards of 1.6 mm thick, duly welded with MS flat iron Cleat 50mm x 50mm size on back on edges. Top and Bottom plate will welded to 2 nos 75mm tubes posts duly embedded in cement concrete M-15 grade blocks of 600x600x750cm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamal 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.
10
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Provision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone, approach transition zone, working zone and terminal transition zone with a minimum distance of 2-3 m from the edge of the carriageway. The bottom edge of the lowest sign plate to be not less than 2 m above the road level, fixed on 600 mm x 600 mm x 6 mm 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.
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Road ahead closed
6
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Men at work
6
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Slippery road
6
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Road closed
6
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Stop
2
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Slow
1
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Speed limit
2
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Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701
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English and Roman
6000
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Routine Maintenance
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First Year
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Second Year
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Third Year
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Fouth Year
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Fifth Year
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Evaluation Notes How It Works ?
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