Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Eprocure
Opening Date5 Oct 2024
Closing Date19 Oct 2024
Tender AmountRefer Documents
Costs
EMD
₹ 16,00,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEAR_136567_1Bid Award Id
ViewTender No
AR1301010Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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C/o Job pillar as per fig 1600.1 (as per drawing and technical specification clause 1602.4).
193
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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. By Manual MEans
2.31
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SH: Earthwork Widening
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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
34197.49
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Excavation in hilly areas in hard rock requiring blasting, by mechanical means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2.
1799.87
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SH: Slab Culvert 1.50 m
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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.
589.55
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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 (I) Nominal mix 1:3:6 ( Hand Mixing)
46.3
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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 (I) Nominal mix 1:2.5:5 (Hand Mixing)
34.7
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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 1:3 Cement mortar.
243.22
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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)
124.3
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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
105.95
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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 and technical specification clauses 614, 709, 1204.3.7.
190
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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
18.6
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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)
5
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5I) R.C.C grade M 20 (I) Nominal mix 1:2:4 (Hand Mixing)
2.45
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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
19.24
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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.(The steel to be used should be from primary producer like TATA/SAIL/ESSAR STEEL/JINDAL/SHYAM STEEL)
1.95
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SH: Agri Cross 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.
Upto 3 m depth, I. Ordinary Soil, (I) Upto 3 m depth.
216.9
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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 (hand Mixing)
69
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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 I) R.C.C grade M25
135.2
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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
5.6
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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
68
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SH: Slab Bridge 10 Mtr.
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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 side, I. Ordinary Soil (I) Upto 3 m depth.
1081.18
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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, (I) Nominal mix 1:3:6
51.38
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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
502.1
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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
101.36
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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
100
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Drainage spouts complete as per drawing and technical specification clause 1209.
6
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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
6.48
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Providing PCC M-20 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
12.8
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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, II) R.C.C. grade M 25
53.43
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Supplying, fitting, and placing HYSD bar reinforcement in Substructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
8.52
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Providing and laying cement concrete wearing course M30 grade i/c reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3
4.95
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Construction of R.C.C. railing of M25 grade in cast-in-situ with 20mm 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 2000mm as per drawing and technical specifications clauses 800, 900 and 1208.3
23.6
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Providing and laying of an elastometri slab expansion joint complete as per approved drawing and approved specification to be installed by manufacture/supplier or their authorised representative ensuring compliance to the manufacture's.
9.5
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Providing and fixing 2mm thick corrugated copper plate in expansion joint as per drawing and technical specifications clause 1207.2.2
9.5
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Protection Works
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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.
254.7
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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
48.06
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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).
523.86
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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
193.33
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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
694
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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)
25.64
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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
220.86
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SH: 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.
425.7
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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
71.02
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Plain/reinforced cement conrete in substructure complete as per drawing and technical specification clause 802, 804, 805, 806, 807, 1202 and 1204. ii. PCC grade M20 Nominal mix 1:2:4 (Hand mixing)
169.36
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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
1326.77
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SH: Earthen Drain
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Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. a) Soil
Manual Means
4500
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b) Ordinary Rock
2400
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SH: Subgrade & Earthen Shoulder
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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
1545.82
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SH: Granular Sub-Base
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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 III Material
1598.81
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SH: WBM-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, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. (A) By Manual Means
1910.43
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SH: 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
2185.61
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SH: Prime Coat
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Providing & applying prime coat with bitumen emussion (SS -I) unprepared surface of graunlur base i/c clearining of road surface and spraying primer @ 0.70 to 1.00 kg /sqm using Mech. Means as per technical specification cluase 502.
29141.38
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SH: Tack Coat
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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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
29141.38
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SH: MSS
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Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509
29141.38
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SH: Road Furniture & Inventory
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Informatory Sign board with Logo
1
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Fixing of citizen board
2
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Maintenance Information board
1
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Fixing of logo
4
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Fixing of road cautionary Sign i) Retro - reflectory sign board
17
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Fixing of 5th KM stone
1
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Fixing of Ordinary KM stone
8
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Fixing of 200mtr stone
40
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Fixing of direction & place identification Sign with G.I.Pipes
10
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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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Fourth Year
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Fifth Year
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INCLUDING GST
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9876000
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INCLUDING GST
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