Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Eprocure
Opening Date10 Sep 2024
Closing Date18 Sep 2024
Tender Amount₹ 3,69,61,876
Costs
EMD
₹ 1,85,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMAH_136260_1Bid Award Id
ViewTender No
EE_PMGSY_Jalna_BridgeTender 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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Dewatering including diversion of stream providing cofferdam , bunds etc. as may be necessary for foundation and other parts of work and bailing out and pumping out water below the actual initial natural water level for start of that particular componant till competion of bridge etc. complet as directed by Engineer in charge.
Rafft And Cutoff Wall
1089.43
336699
309.06
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Appron With Curtain Wall
852
131139
153.92
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Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9
500.85
1044497
2085.45
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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
600.44
968089
1612.3
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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
202.84
1066210
5256.41
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Providing steel anchor dowel bars of 32 mm diameter and 4 m length through steining of the well sincluding provision of necessary ducts through staining,drilling holes of 60 mm diameter upto 2.5 m depth in rock,placing the dowels in position and effectively grouting the holes with CM 1:1 etc. complete.
20
138491
6924.56
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R.C.C grade M 30 Rafft
397.19
2383239
6000.25
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R.C.C grade M 25 Cuttoff Wall
392.5
2761068
7034.57
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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 It No 13.2
52.45
3283654
62604.23
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Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7
56
46233
825.6
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Substructure
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
427.8
3682057
8606.96
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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 25 Abutment
223.01
1516960
6802.21
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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 It No 13.2
37.83
2379263
62886.91
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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 It No 12.9
106.77
19547
183.08
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 It No 12.1
766.78
1093435
1426.01
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 MORD specification 1300 It No. 14.5
34.5
54493
1579.51
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Superstructure
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
395.43
3403450
8606.96
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Providing and laying cement concrete wearing course M 30 grade including reinforcement @ 75kg/Cumcomplete as per drawing and technical specifications Clauses 800 and 1206.3
39.38
473473
12024.72
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Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 It No 13.2
32.15
2082862
64789.79
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Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications
71.81
21871
304.57
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Providing and laying in situ M-20 cement concrete of trap/ granite/ quartzite/ gneiss metal for reinforced cement concrete well curbs including necessary shuttering, compacting by vibrating, finishing and curing etc. complete (excluding reinforcement) as directed by Engineer in charge. (7.60 bags/cum) Spec. No. :BR.12. Page No. 112. D.S.R.I.NO.771 P.NO.274
7.91
54551
6900.25
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Drainage spouts complete as per drawing and technical specifications Clause 1209
28
44203
1578.7
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Providing fitting and fixing mild steel railing complete as per drawing and technical specifications Clause 1208.2 It No 13.7
168.32
282668
1679.31
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Providing and fixing stream lined reinforced cement concrete 1:2:4 guard stone including mild steel bar reinforcement etc. complete as directed by Engineer in charge.
19
6270
330
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Providing dry trap/granite/gneiss rubble stone soling 15cm to 30cm thick ….. Etc complete DSR I No. 17 P.No………
103.76
120735
1163.6
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
675
257073
380.85
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000 m as per Technical Specification Clause 303.1.
56.25
150069
2667.95
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Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row
27.5
115044
4183.42
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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.
180
5452
30.29
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Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
180
10179
56.55
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
665.46
253438
380.85
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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.
81
156248
1928.99
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
691.5
256753
371.3
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
677.41
13704
20.23
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Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
677.41
168986
249.46
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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
677.41
58629
86.55
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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.
677.41
127244
187.84
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause 404.
112.5
300144
2667.95
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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
40
13200
330
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Providing and Fixing Citizen information board of PMGSY Project
2
29814
14907.33
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Providing & fixing Hazard markers board in rectangular shape of size 0.30x0.90m made out of 16 guage (1.60mm) thick M.S.sheet with angle frame 25X25X5 mm for pannel ,black non reflective opaque back ground and yellow oblique engineering grade reflective bands & back side in gray stove enamal paint etc complete ,including one MS.angle iron post of 50mmx50mmx6mm 1.8 mtr long painted with synthetick enamel paint of black colour including in G.I.fixture etc & fixing the board in 1:2.5:3 (M-15 Grade) concrete block of size 45cm x45cmx60cm .including transportation etc . complete
4
4250
1062.71
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900 mm equilateral triangle
2
9534
4767.46
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600 mm x 450 mm rectangular
2
8718
4359.46
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900 mm x 600 mm rectangular
2
11319
5659.64
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Electric Pole Shifting
2
200000
100000
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