Directorate Of Urban Local Bodies Tender
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Directorate Of Urban Local Bodies - DOLBU Tender
Civil And Construction
Road Construction
Eprocure
Opening Date27 Dec 2024
Closing Date6 Jan 2025
Tender Amount₹ 6,12,23,000
Costs
EMD
₹ 12,24,460Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_DOLBU_987494_1Tender No
322 (1to6)6 /CE/NV/2024-25 S.No. 1Tender Authority
Directorate Of Urban Local Bodies ViewPurchaser Address
-Website
http://http://localbodies.up.nic.in/
GEM & Bid Advisory Services
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BOQ Items
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Cartage of Surplus earth upto 5km.
4976.37
183
913163.9
... More
Providing and laying cement concrete in 1:4:8 (1 cement : 4 C sand : 8 stone ballast 40 mm gauge) and curing complete, including cost of form work in foundation and floors-completion of the work as per direction of E/ I.
105.3
6980
734994
... More
First class B/w in 1:4 Cement C'sand mortor in F/P including supply of all meterial labour T&P etc required for proper completion of work SI N0.305
261.57
5350
1399399.5
... More
12 mm thick plaster in 1:5 cement & c'sand mortor over brick work minimume thickness not less then 10 mm including all supply of meterial , Labour T&P etc S.I.No. 584(i)
505.44
210
106142.4
... More
Providing and laying cement concrete in 4:2:1 of not less than strength of M-150 stone ballast (20 mm nominal size), approved coarse sand and cement, curing complete including of cost of form work in foundation and floors-completion of the work as per direction of the E / I.
48.44
7645
370323.8
... More
RCC 1:1.5:3 with cement c'sand stone grit of 20 mm gauge in lighter beam excluding supply of reinforcement with its bending but including its binding & fixing with supply of all meterial labour T&P etc. required for proper completion of the work. SI No. 285
3.17
8685
27531.45
... More
Mild steel or Iron for plain work such as reinforced concrete brought to proper shape as necessary including its bending with supply of steel with overlaps & wastage also required for proper completion of the work as per E/I SI No. 504
3.11
8870
27585.7
... More
P/L of Granular sub base with coarse graded materials (Table 400-2 ) in granular sub base by providing close graded materials, spreading in uniform layer with motor grader on preparing surface mixing by mix in place method with rotovator O.M.C. and compacting with power vibratory roller to achieve the desired density complete as per clause 401compected incluing lighting, guarding, barricating and maintance of diversion etc.
3511
4059
14251149
... More
Providing,laying,spreading and compacting graded stone aggregate to wet mix macadom specification including premixing the mterials with water at O.M.C.in mechanical mix plant carriage of mixed material by tipper to site. Laying in uniform layer with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achive the desired density. incluing lighting, guarding, barricating and maintance of diversion etc.
1547.91
4067
6295349.97
... More
Brick edging on both side of road of first class brick 8cmx12cm laid with mud mortor as per E/I S.I. No. 765
2.11
65650
138258.9
... More
Providing and applying of primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.70 kg/sqm using machenically means
15479.1
37
572726.7
... More
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25Kg per sqm on the prepared bitumenous surface cleaned with mechnical broom.
30958
13
402454
... More
Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity
1160.93
10307
11965705.51
... More
Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge complete in all respects. 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
619.16
11707
7248506.12
... More
Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications
789.75
618
488065.5
... More
The solar studs shall be made of Aluminium alloy and poly carbonate material which shall be absolutely weather resistant and strong enough to support a load of 13.635 kg tested in accordance with ASTMD 4280 its colour may be white,red,yellow,green or blue or combiiiination as directed by the Engineer.its water resistance shall meet the requirements of IP 65 in accordance with IS:12063:1987 category 2 for protection against water ingress.
3159
2695
8513505
... More
Supply and Laying of rubber Moulded C.C Interlocking Tiles 80mm thick in road pavement having a compressive strength not lass than 300 kg / cm2 including 40 mm thick bed of fine sand of F/M 1.25 with a specification ratio of coarse material stone grit of size 8 mm to 12 mm in ratio 2:3 and fine material port land cement & coarse sand 1 : 1 -1/2 and mix it coarse material with ratio 3:2 and top sarface of tile at least 5mm thick with mix of cement and marble dust with ratio 1:1 provide the machanical pressure of 380 kg/cm2 at the time of manifacture of tile. In the manifacture of tiles the use of cement 7.5 begs of 50 kg to 8.5 bages per m,3 and labour, including supply of all material, T&P for proper completion of the work, and joint filled with fine sand, also including as per direction of E/I
6132.26
875
5365727.5
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