Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil Works Others
Eprocure
Opening Date2 Feb 2019
Closing Date14 Feb 2019
Tender Amount₹ 4,35,88,954
Costs
EMD
₹ 8,95,000Document Cost
Refer DocumentsTender Fee
Refer Documents
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_73422_1Bid Award Id
ViewTender No
AR1303015 (Milang-Kartek)Tender 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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C/o Job pillar as per fig 1600.1 (as per drawing and technical specification clause 1602.4).
100
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SH: Jungle clearance
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201., i) By Manual Means
1
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SH: Formation cutting
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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
13185.479
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Extra for Every Additional Lift of 1.5 m or Part thereof
13185.479
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Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
34140.118
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SH: Slab Culvert:- 1.50 m span as per IRC SP 20-2004
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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.I. Ordinary Soil
901.164
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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, I). P.C.C grade M 10
72.978
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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, P.C.C grade M 15
43.02
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Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.II) Coursed Rubble Masonry (2nd sort), ii) In 1:4 Cement mortar.
283.032
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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
34.5
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, II) Coursed Rubble masonry (2nd Sort) (iii) In cement mortar (1:5)
139.89
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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
82.488
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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
228
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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., III) R.C.C. grade M 20
16.128
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Plain/reinforced concrete in substructure complete as per drawings and technical specifications Clause 802, 804, 806, 807,1202 & 1204, P.C.C grade M 15, (I) Nominal mix 1:2.5:5 (Hand Mixing)
3.312
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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,I) R.C.C grade M 20, (I) Nominal mix 1:2:4 (Hand Mixing)
2.304
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Providing & laying reinforced cement concrete in superstructure complete as per drawings and technical specification Clauses 800,1205.4 and 1205.5, RCC Grade - M -25
23.034
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
2.346
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SH: Cross drian 0.90 m 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 backfilling in trenches with excavated suitable material.I. Ordinary Soil, (I) Upto 3 m depth.
63.84
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Providing concrete for plain concrete in open foundations complete as per drawing & technical specifications clause 802,803,1202 & 1203, i) P.C.C. Grade-M 10, (I) Nominal mix 1:3:6
12.18
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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, I) R.C.C grade M 20, (I) Nominal mix 1:2:4
22.68
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
3.731
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Back filling behind abutment, wing wall and return wall complete as per drawing & technical specification Clause 1204.3.8, i) Granular material
14.28
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SH: Retaining wall
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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 bottoms and backfilling in trenches with excavated suitable materials. I. Ordinary Soil, (I) Upto 3 m depth.
87.75
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Providing concrete for plain / reinfroce concrete in open foundation complete as per drawing and technical specification cluase 802,803 1202 and 1203., PCC M10
1233
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, II) Coursed Rubble masonry (iii) In cement mortar (1:5)
1233
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8, I) Granular material
80.6
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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 of 1(V):20(H) towards drawing face complete as per drawing
780
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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 P. C. C. grade M 15 Nominal mix 1:2.5:5(Hand mixing).I) Grannular material
29.25
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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
300
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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 P. C. C. grade M 15 nominal mix 1:2.5:5(Hand mixing)
19.2
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SH: Breast wall
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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 bottoms and backfilling in trenches with excavated suitable materials. 1.Ordinary soil(i) upto 3m depth
313.6
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Providing concrete for plain/reinforce concrete in open foundation complete as per drawing and technical specification cluase 802,803 1202 and 1203. PCC M10
42
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Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204, II) Coursed Rubble masonry (iii) In cement mortar (1:5)
386.8
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8, I) Granular material
314.6
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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 of 1(V):20(H) towards drawing face complete as per drawing
300
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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 P. C. C. grade M 15 nominal mix 1:2.5:5(Hand mixing)
19.2
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SH: C.C. 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 bottoms and backfilling in trenches with excavated suitable materials. i). Ordinary soil., (I) Upto 3 m depth.
306
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Providing concrete for plain concrete in open foundations complete as per drawing & techincal specification clauses 802, 803,1202 & 1203.,(i) P.C.C Grade-M 10
24
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Stone masonry work in cement mortar for substructure as per drawing and techincal specification clauses 702, 704, 1202 & 1204 .(i) Coursed rubble masonry in 1:5 cement mortar .
85.32
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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,II. PCC Grade M15 ii) Nominam mix 1:2.5:5
30.15
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Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
180
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Subgrade & Earthen Shoulder
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Loosening of the ground up top level of 300 mm below the Sub grade level, watered, graded and compacted in layers to meet requirement of Table 300.1 &300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
3550.49
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Construction of Sub grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site , spreading , grading to requried slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1
565.57
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Granular Sub-Base /Drainage Layer
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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 Technical Specification Clause 401.i) For Grading II Material
2909.3
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WBM 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, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(A) By Manual Means
642.95
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P.M.C with Seal Coat
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Providing & applying prime coat with bitument emusion (SS-I) unprepared surface of graunular base i/c clearing of road surface and spraying prime @ 0.70 to 1.00 kg/sqm using Mech. Means as per technical specification clause 502
8572.64
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Providing & applying tack coat with bitumen emussion (RS -I)using emultion presure distributer @ 0.25to 0.30 kg /sqm on the prepared granular surfaces treated with primer&cleaned with hydraulic broom as per technical specification cluase 503.
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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 base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I) By Manual means
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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, A. By Manual Means
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SH: Road furniture
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Providing and fixing of typical PMGSY Logo board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx260cm above G.L.),(Size of board 1x 85cmx85cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint.
2
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Providing and fixing of typical PMGSY Logo board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx260cm above G.L.),(Size of board 1x 85cmx85cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint.
2
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Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx245cm above G.L.),(Size of board 2x 90cmx80cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint.
2
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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,i) Ordinary Kilometer Stone (Precast)
4
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ii) 200 m stone (precast)
12
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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 not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
20
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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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