Directorate Of Urban Local Bodies Tender
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Directorate Of Urban Local Bodies - DOLBU Tender
Civil And Construction
Road Construction
Eprocure
Opening Date18 Dec 2024
Closing Date24 Dec 2024
Tender Amount₹ 62,84,000
Costs
EMD
₹ 1,25,680Document Cost
₹ 7,416Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_DOLBU_984445_1Tender No
305 (1to6)6 /CE/NV/2024-25 S.No. 5Tender 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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Supplying of Earth for cutting or in embankment in ordinary soil earth work in filling or embankment to be in 20 cm layers, including ,watering ,Dressing ,compacting ,ramming the soil to achive 95% proctor density ,and dressing the surface to be required levels and slope and also including 1.50m lift and 30 m lead . The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m distance and cartage upto 8Km distance as directed by the Engineer-in-charge excluding royalty
S.I. 253 + Cartage upto 8Km - Loading - Unloading + 1/3 of 1Km Kaccha Cartage = [165+230.10-35.00-18.00+(100.70-35.00-18.00)/3]=358.00
34.88
358
12487.04
... More
Earth work in cutting or in embankment in ordinary soil, excavation to be in the regular pits not exceefing 0.5m in depth and earthwork in embankment to be in 20cm layers, including ramming and dressing the surface to required levels & slope & also including 1.50m lift & 30m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m. Distance as directed by the Engineer-in-Charge. (Excluding Royalty) S.I. No. 253
715.56
165
118067.4
... 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.
36.63
6980
255677.4
... 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
90.98
5350
486743
... 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)
175
210
36750
... 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.
16.85
7645
128818.25
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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
8.49
8685
73735.65
... 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
8.33
8870
73887.1
... 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.
500.75
4059
2032544.25
... 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
3338.35
875
2921056.25
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