Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date10 Sep 2024
Closing Date23 Sep 2024
Tender Amount₹ 1,38,28,203
Costs
EMD
₹ 1,50,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Summary
Construction Of Submerssible Bridge On Nh752 I Jalagaon To Bajiumrad At Ch 4/500, Block-jalna
Description
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Contact
Tender Id
2024_CEMAH_136260_8Bid Award Id
ViewTender No
EE_PMGSY_Jalna_BridgeTender 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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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 3.0m
571.05
307024
537.65
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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.OR (Not Requiring Blasting )
140.39
94354
672.07
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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. HR ( Requiring Blasting )
82.08
85491
1041.62
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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.
85.54
82300
962.11
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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.For Pier
78.01
17570
225.23
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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. For Abutment
126.27
25633
203.01
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Providing steel anchor dowels at the base of the well including drilling holes upto 2.5 M. depth in rock, placing the dowels in position and effectively grouting the holes. (25mm dia steel Rod of 4.0 m. length effectively grouted upto 2.5 m depth.)etc. complete as directed by Engineer in charge.
199
1662187
8352.7
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Filling annular space around footing in rock as per technical specification Clause 1203.4.3.P.C.C grade M 15
156.65
920518
5876.38
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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
24.86
151111
6078.3
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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 Sor No.-11.4-(ii)-i P.C.C grade M 20
116.2
800079
6885.39
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Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
6.26
392221
62675.22
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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 30
286.03
2531872
8851.87
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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 30
27.96
247729
8860.94
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Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
22.34
1406689
62957.9
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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
180
32954
183.08
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
136.29
192535
1412.69
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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
128.33
255332
1989.69
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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 (M-30)
183.37
1623007
8851.08
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Providing and laying in situ M-30 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)
3.38
29430
8708.98
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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 Wearing Coat
21.32
270444
12683.88
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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
13.88
900126
64860.78
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Providing and fixing in position pipe railing consisting of IS Rolledsteel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2
72
120910
1679.31
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Expansion joints with 25mm thick bituminous pad (Rate as per
32.74
58430
1784.67
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Providing and fixing in position tar paper bearing as per detailed drawings etc. complete as directed by engineer in charge.
30.12
3011
99.99
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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
84
127770
1521.08
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Providing and fixing trap / granite / quartzite / gneiss guard stone / indicator stones / boundary stones of 150mm x 150mm x 900mm size and shape including fixing in block of standard size of cement concrete 1:4:8, white washing etc. complete.
150
90628
604.19
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Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete.
88.56
129113
1457.92
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Providing and Fixing 'Logo' of MMGSY Project Each 7160.60 Note 10.16 (A) Citizen Information Board Each 10000.00 Providing and fixing of typical MMGSY informatory sign board with Providing and fixing of typical MMGSY 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
29814
14907.33
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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 with vibratory roller to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
328.88
161497
491.06
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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 compacting with vibratory roller to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
92.25
40715
441.36
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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 vibratory wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
58.64
116210
1981.76
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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 fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
33.75
67777
2008.21
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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 bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
229.5
3350
14.6
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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.
225
61528
273.46
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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.
236.25
60806
257.38
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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
236.25
33490
141.76
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Providing and laying reinforced cement concrete pipe NP3 for culverts
15
107099
7139.94
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