Ujjain Municipal Corporation has published Tender For Construction Of High-Level Bridge Across Kshipra River At Sr-4 Road (In Front Of D-Mart) In Ujjain. Submission Date for this Tender is 15-04-2024. Bridge Work Tenders in ujjain Madhya Pradesh. Bidders can get complete Tender details and download the document.
Sl. No. | Item Description |
1 | Excavation for Structures Earth work in excavation of foundation of structures with all lifts & lead upto 1000 meters as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom as per relevant clauses of section 300 & 2100 in.up to 3 m depth |
2 | Soil (B) By Mechanical Means3 m to 6m.depth |
3 | Soil (B) By Mechanical Means Above 6m. depth |
4 | Extra rates for quantities of Excavation, executed in / or under water, including pumping out water as required.(The extra percentage rate is applicable in respect of each item but limited to quantities of work executed in these difficult conditions). up to 3 m depth |
5 | Extra rates for quantities of Excavation, executed in / or under water, including pumping out water as required.(The extra percentage rate is applicable in respect of each item but limited to quantities of work executed in these difficult conditions). 3 m to 6m.depth |
6 | Extra rates for quantities of Excavation, executed in / or under water, including pumping out water as required.(The extra percentage rate is applicable in respect of each item but limited to quantities of work executed in these difficult conditions). beyond 6m. depth |
7 | 3 m to 6m.depth |
8 | beyond 6m. depth |
9 | 3 m to 6m.depth |
10 | beyond 6m. Depth |
11 | Providing and laying Plain / Reinforced cement concrete in open foundation includingformworkshutteringetc.completeas per drawing and technical specifications and as per relevant clausesof sections 1500,1700 & 2100 with.PCC Grade M15 |
12 | Providing and laying Plain / Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as perrel evant clausesof sections 1500,1700&2100 with . |
13 | RCC Grad M30 |
14 | Supplying,fittingandplacingHYSDbar reinforcement in foundation complete as per drawingandtechnicalspecificationsandas per relevant clauses of sections 1600. |
15 | up to 1.0 m below bed level |
16 | Beyond 1.0 m depth upto 5.0m |
17 | Beyond 5.0 m depth |
18 | RCC grade M30 Height up to 5 m |
19 | RCC grade M30 Height 5 to 10 m |
20 | Supplying,fittingandplacingHYSDbar reinforcementinsub-structurecompleteasper drawingandtechnicalspecificationsandas per relevant clauses of sections 1600. |
21 | ProvidingweepholesinBrickmasonry/Plain/ Reinforcedconcreteabutment,wingwall/return wall with 100mm dia AC/PVC/HDPE pipe, extending through the full width of the structure withslopeof1V:20Htowardsdrawingfoce. CompleteasperdrawingandTechnical specifications and as per clause 2706 of specifications. |
22 | beyond 6m. depth |
23 | Providing and laying of Filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entiresurfacebehindabutment,wingwalland return wall to the full height compactedtoafirmconditioncompleteasper drawing and technical specification |
24 | Supplying,fittingandfixinginpositiontrueto line and level elastomeric bearingconformingtoIRC:83(Part-II)section IX and clause 2005 of MoRTHspecificationscompleteincludingall accessories as per drawing and Technical Specifications. |
25 | Providing boredcast-in-situ M-35grade R.C.C. pile (750 mm dia.) excluding reinforcement complete as per drawing and technical specificationsandremovalofexcavatedearth withallliftsandleadupto1000m.andasper specifications 1100, 1600 and 1700. |
26 | ProvidingdrivenprecastverticalM-35grade R.C.C.piles(750mmdia)excluding reinforcementcompleteasperdrawingand& Technical Specification and as per specifications 1100, 1600 and 1700. |
27 | ProvidingdrivenprecastverticalM-35grade R.C.C.piles(750mmx750mm)excluding reinforcementcompleteasperdrawingand& Technical Specification and as per specifications 1100, 1600 and 1700. |
28 | Provdiing and laying Cement concrete for reinforcedconcreteinpilecapcompleteasper drawing and Technical Specification andas per relevant clauses of sections 1100, 1500 & 1700 with RCC Grade M35 |
29 | Height above 10m |
30 | For T-beam & slab including launching of precast girders by launching truss upto 40 m span Height above 10m |
31 | Supplying,fittingandplacingHYSDbar reinforcement in super-structure complete as per drawing and technical specifications. |
32 | Providing High tensile steel wires / strands including all accessories for stressing,stressingoperationsandgrouting complete as per drawing and Technical Specifications. |
33 | ProvidingandlayingCementconcretewearing coat M-30 grade excluding cost of reinforcement complete as per drawing and Technical Specificationsandasperrelevantclausesof sections1500,1700 and Clause 2702 of specifications. |
34 | ProvidingPCCM15(with40mmmaximum size of aggregate) Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant clauses of section 1700. |
35 | Providing and laying Reinforced cement concrete approach slabin M-30 grade concrete including formwork excluding cost of reinforcement complete as per drawing and Technical specification. |
36 | Providingandlayingofastripsealexpansion joint catering to maximum horizontalmovementupto70mm,completeas per approved drawings and standard specifications to be installed by the manufacturer / supplier ortheirauthorisedrepresentativeensuring compliance to the manufacturer"s instructions for installation. |
37 | Reinforcedcementconcretecrashbarrieratthe edges of the road, approaches to bridge structures and medians,constructed with M-20 grade concretewithHYSDreinforcementconforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No.RW/NH-33022/1/94-DO III dated24June1994asperdimensionsinthe approved drawing and at locationsdirectedbytheEngineer,allas specifiedasperrelevantclausesofsection-800 of specifications. |
38 | Painting twocoats on concrete surface after filling the surface with synthetic enamel paint in all shades as per relevant clauses of section-800 & I.R.C.-67 including cost of paint etc. complete. |
39 | Testingofspanofbridgefordeflectiondueto live load with platforms for loadingarrangements,apparatusfor measurements including unloading etccompleteasperapproveddrawingandas directed by Engineer. |
40 | up to 3 m depth |
41 | up to 3 m depth |
42 | Providing and laying Plain / Reinforced cement concrete in open foundation includingformworkshutteringetc.completeas per drawing and technical specifications and as per relevant clausesof sections 1500,1700 & 2100 with.PCC Grade M15 |
43 | Providing and laying Plain / Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as perrel evant clausesof sections 1500,1700&2100 with . |
44 | Supplying,fittingandplacingHYSDbar reinforcement in foundation complete as per drawingandtechnicalspecificationsandas per relevant clauses of sections 1600. |
45 | up to 3 m depth |
46 | beyond 6m. Depth |
47 | Warning Line |
48 | Lane -Line dashes 3mtr C/c |
49 | Stop Line |
50 | Road Markers/ Road studs with Lense Reflector. Providing and fixing single mould twin shanked molded Road Markers/Road Stud made of poly carbonate or ABS body and shall support a load of 13635 Kg tested in accordance to ASTM D 4280 and complying to specifications of Section-5 of IRC:35:2015 and clause 804 of MORTH. As per clause 804.2.2 of MoRTH and Section-5 of IRC:35- 2015, the reflecting panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. The slope or retro- reflecting surface should be 35 +/- 5 degree to base. The reflective marker shall be fixed to the road surface using the epoxy/ adhesives and the procedure recommended by the manufacturer. No nails shall be used to affix the markers so that they do not pose safety hazard on the road. The contractor shall submit a two year replacement warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel. |
51 | Supplying of street light with high power LED of 1 to 3W each assembled on single MCPCB, system lumens output with efficacy > 110 lm / W.luminiare having color temp 6500 K & 50000 burning hrs life with minimum @ L70, The colour rendering index of LED light should be more than 70. Luminiare comprises of driver, PF0.95& surge protection 4KV. Housing made of pressured ie cast aluminium with heat resistant flat glass / Lenstype, IP66 protection. Submission LM80-08 Form LED Source Manufacturer & LM 79-08 / IS16106 from NABL approved lab. Manufacturer manadatory i/c 50 mm. dia G.I. Pipe bracket upto 2mtr. long in required angle / shape, connection lead, testing etc to complete the job.2Yrs Guarantee certificate from manufacturer. |
52 | Supply of XLPE Insulated power cable (conforming IS- 7098) 1100Volt grade /Heavy duty power cable conforming to IS 1554-1100 Volts grade, 2 core / 3½core / 4core ISI MARKED with Alu. Stranded /solid conductor |
53 | 3 m to 6m.depth |
54 | Erection of steel tubular or steel rail pole or H-Beam of length exceeding 8 meters but not exceeding 10 meters in cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) foundation, base padding & muffing including exacavation and refilling etc. as required. (4.55 bags of cement/cmt.) |
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