Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date2 Feb 2019
Closing Date14 Feb 2019
Tender Amount₹ 23,63,36,520
Costs
EMD
₹ 47,59,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Road From Pwd Road To Cheki/rowa (full Stage)
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_CEAR_73477_1Bid Award Id
ViewTender No
AR1406004Tender 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 pillars as per Fig 1600.1 (d) as per drawing and techinical specification Clause1602.4
112.56
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SH:-III Jungle Cutting
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Clearing and grubling road land including uprooting wild vegetation, grass, bushes, shrubs, sapling and trees of girth upto 300mm, removal of stumps of such trees cut earliear and disposal of unserviciable materials and stacking of serviciable materials to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification clause 201.
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By Manual Means
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(a) In area of non-throny jungle
12.66
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SH:-IV formation Cutting
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Earthwork in excavation in soil n hilly area by mechanical means including cutting and trimming of sides slopes and disposing of excavated earth with a lift upto 1.5m and a lead upto 20m as per Technical Specification clause 1603.1
306215.23
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Excavation in ordinary rock using mechanical means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
38580.67
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Excavation in Hard rock in hilly area requiring blasting , by mechanical means, and disposal of excavated rock asper Clause 1603.2. a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
3691.44
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SH:- V CD SLAB CULVERT 1.50 m span(28.0 nos) , 2.00 m span (1.0 no)
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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.
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I. Ordinary Soil
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(I) Upto 3 m depth.
2194.31
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Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (PCC grade M10) a) Foundation & Plinth
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I). P.C.C grade M 10
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(I) Nominal mix 1:3:6
271.93
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Stone masonry ( second sort) with hard stone in foundations and plinth as per drawing and techanical specifications Clauses 702,704,1202&1203 in cement mortar 1 : 4 (1 cement : 4 fine sand).(CRM)
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II) Coursed Rubble Masonry (2nd sort)
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ii) In 1:4 Cement mortar.
1648.67
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SUBSTRUCTURE
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Stone masonry ( second 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)
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II) Coursed Rubble masonry (2nd Sort) (iii) In cement mortar (1:5)
869.4
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Back filling behind the abutment, wing wall and retain wall completeas per the drawing & technical specification.[Granular material]
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I) Granular material
233.87
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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 of 1(V):20(H) towards drawing face complete as per drawing
1102
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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. For height upto 5 m.
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III) R.C.C. grade M 20
78.15
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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 (R.C.C grade M 20)
143.65
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Providing PCC M-10 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710 and 1204.3.11
20.88
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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. a) For nominal mix 1:2:4[hand mixing]
11.02
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Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202. a) MS Deformed Bars
6.48
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( SH: Hume Pipe Clvt. 1000 mm dia )
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Earthwork in excavation for foundation of structure upto 3m depth as per drawing and technical specifications Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom and back filling with approved material.
587.9
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Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203[PCC grade M10]
45
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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 [P.C.C. grade M 20 ] i. Nominal mix (1:2:4)
49.5
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Stone masonry ( second 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)
353.4
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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 works in head walls and parapets Clause 1106.
57.5
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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
55.9
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SH : LSB , MIJOR BRIDGE OF SPAN : 80 METRE STEEL BUG BRIDGE OVER KURUNG RIVER ( 1 no.) [ ( A, )]
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Foundation
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Earth work in excavation for foundation of structures as per drawings & technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material as per MORTH clause No.304.i. In Ordinary Soil, A. Mechanical Means
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i. 3.00m to 6.00m depth (without dewatering)
789.89
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ii. with dewatering, Upto 3m depth
596.01
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Providing concrete for plain/Reinforced concrete in open foundation complete as per drawings and technical specifications clause 802,803,1202 & 1203 PCC M15
21.54
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Providing concrete for plain/Reinforced concrete in open foundation complete as per drawings and technical specifications clause 802,803,1202 & 1203 . RCC M25
190.76
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Sub Structure
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Plain/Reinforced Cement concrete, in Substructure complete as per Drawing and Technical Specifications clause 804,806,807,1202 & 1204
1i.Height 0.0 m to 5.0m,F. . RCC M-25 Grade
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i. Height upto 5.0m to 10m
221.57
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Providing concrete for plain cement concrete in open foundation complete as per drawings and technical specifications clause 1500,1700 & 2100 of MORTH Specification E.PCCM15
41.04
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Supplying, fitting and placing un-coated TMT bar reinforcement in foundation complete as per drawing and technical specification clause 1000 and 1002
15.33
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Supplying, fitting and placing un-coated TMT bar reinforcement in Sub Structure complete as per drawing and technical specification clause 1002,1005,1010 & 1200
29.65
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Providings weep holes in brick massonary/stone massonary, plain/reinforced concrete abutment, wing wall, return wall with 100mm dia AC Pipe extending through the full width of the structures with slopes of 1(V):20(H) towards drawings face complete as per drawing and technical specifications clause 2200 & 2706
160
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Back filling behind Abutment , Wing Wall and return wall complete as per drawing and Technical specification clause 1204.3.8 i) Granular Material
1023.66
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Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be cast steel/fabricated structure steel, metal and elastomer elements to be as per IRC:83 parts I & II respecitvely and other parts conforming to BS 5400 sections 9.1 & 9.2 and clause 2006 of MORT&H specifications complete as per drawing and approved Technical specifications
640
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Super Structure
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Supplying , Fabrication, fixing in position, launching in position, painting etc. all complete for Structural Steel Truss ( Fy=250N/mm^2) including splicing,weilding,bolting etc. all complete as per drawing and Technical specification at section 1900 of MORT&H Specification.
171.62
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Providing and laying reinforced cement concrete in supperstructure as per drawing and technical specifications Clauses 800,1205.4 and 1205.5 ,ii. RCC M-25 Grade Case I. usuing concrete mixture,ii. Height 5.0m to 10.0m
102.11
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Supplying, fitting and placing HYSD bar reinforcement in Super Structure complete as per drawing and technical specification clause 1002,1010 and 1202
18.31
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Providing and laying cement concrete wearing coat M 30 grade including reinforcement complete as per drawing and Technical Specifications of clause 800 and 1206.3
32.72
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Providing, fitting and fixing mild steel railing complete as per drawing and technical specificatin clause 1208.2
180.92
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Providing and laying of elastomeric slab seal expansion joint complete as per approved drawing and specifications to be installed by manufacturer or their authorised representatives ensuring complience to the manufacturer"s instructions for installation and as per technical specifications clause 1207.2.5
12
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Drainage spouts complete as per approved drawings and technical specifications clause 1209
28
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PCC M15 ordinary grade (1:2.5:5) in levelling course below approach slab complete as per drawing and technical specifications clause 800 and 1211
4.65
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Reinforced cement concrete M-25 Grade Approach Slab including reinforcement and form work complete as per drawing and technical specification clause 800 and 1211
13.95
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PROTECTION WALL
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause1302, I. Stone/Boulder
393.61
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Providing and laying filter material underneath pitching in slopes as per drawing and technical specifications Clause1302
195.81
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Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS 280 and IS 4826 in 100mmX100mm mesh ( woven diagonally ) including 10 percent extra for laps and joints laid with stone boulders weighing not less than 25 KG each as per drawing and technical specifications clause 1301.
393.19
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SUB: SOIL INVESTIGATION
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Cost of transportation of plants, equipments and personal effects to the work site and back as per the mobilisation.
2
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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 ).1 bore in each abutment point @ 8.00 M Deep
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 , unit weight, ceriazial compressive strength test etc. complete.
3
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Compilation of laboratory test result including preparation and submission of report
3
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(SH : KUTCHA SIDE DRAIN)
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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. a) Ordinary Soil
3130.88
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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. b) Ordinary Rock
3130.88
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SH : C C DRAIN [Trapezoidal & V Shape]
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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
509.09
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 803, 1202 ans 1203 [M -15 Plain base concrete]
175.02
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Stone Masonry work in cement mortar in foundation complete as per drawings and technical specification Clauses 702,704,1202 & 1204 [CRM in CM 1:5]
915.46
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Cement plaster 15 mm thick 1:4 on stone masonry
1925.35
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SH: Retaining wall -2.00 mtr high & Retaining wall - 1.80 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 trnches with excavated suitable material.
1009.19
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Stone masonry ( second 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)
802.86
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Stone masonry ( second sort) with hard stone in foundations and plinth as per drawing and techanical specifications Clauses 702,704,1202&1203 in cement mortar 1 : 4 (1 cement : 4 fine sand).(CRM)
508.79
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Providing weepholes in stone masonary RCC work, wing wall etc 100 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 614,709.1204.3.7
577.5
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 [Granular material]
395.07
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( SH: Sausage wire crated boulder Protection Structure )
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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
48.3
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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
273
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PAVEMENT CONSTRUCTION
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SHOULDER
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Construction of subgrade and earthen shoulders with approved material obtained from way cutting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 as per Technical Specification Clause 303.1.
4379.61
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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 smooth wheel roller to achieve the desired density, complete as per Drawing and Technical Specificateion Clause No 401[Gravel/Soil-Aggregate Base (Table 400.2) Grading - B]
12323.96
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WBM 3 FOR BASE COURSE ( 75 mm thick)
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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, applying and brooming, stone screening/binding materials to fillup the intersices of coarse aggregate,watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(a)By Manual means.
3265.89
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PRIME COAT
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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 [Low porosity]
43545.21
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Tack coat
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Providing and applying Tack Coat with Bitiminous [RS - I] using emulsion distrubuter @ 0.25 to 0.30 Kg per Sqm. On prepared dry and hungry bituminus surface clean with hydraulic broom as per technical specification 503.
43545.21
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20 mm thick Open Graded Premix Carpet using Bitumen Emulsion as per Technical Specification Clause 508.2
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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 using CBR-bitumen Cold mix binder (Tallor made) to requires 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 tree wheel 80-100 KN static roller capacity. fininshed to required level and grades to be follwed by seal coat. (Application: CRRI-Bitchem Cold OGPC as per Designmix & Implementation by Manufacture's discretion only MoRD:508,2;IRC:SP: 100-2014,chapter 6.5 Using CRRI-Bitchem Cold Mix Binder.
13309.87
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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. Type-C [Bitumen Emulsion(S-S)]
43545.21
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SH-II----Road Furnitures
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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)
14.07
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b) 5th Km. Stone (size 107.50x58x25cm)
3
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c) 200m stone (precost)
70.35
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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
25.326
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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 2 inch 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
25.326
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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
28.14
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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
84.42
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No. Guard Post
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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.
0.032
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807. 1202 and 1204
0.122
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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
0.01
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Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
0.798
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SH:- Maintenance of LSB
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4783999.9
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5 Years Maintenance cost
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First Year Maintenance
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1489160
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Second Year Maintenance
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1489160
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Third Year Maintenance
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2978320
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Fourt Year Maintenance
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3762660.57
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Fifth Year Maintenance
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4467480
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