Directorate Of Urban Local Bodies Tender

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Directorate Of Urban Local Bodies - DOLBU Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date17 Feb 2024
Closing Date9 Mar 2024
Tender Amount₹ 18,39,248 
Notes
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Costs

Summary

Ward 7 Nalapatri Construction Of Cc Road

Description

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BOQ Items

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M-150 brick work in 1:3 once cement and four course sand mortar in foundation and plinth including supply of all material labour t&p etc required for proper completion of thw work

2

9530

4765

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P/L of 12mm thick cement plasterin 1:3 cement & c/sand mortar

10

1800

180

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RCC work with cement approved coarse sand and 2cm gauge stone grit in proportions of 1:1.5:3 in slab wall etc excluding supply of reinforcement and its bending but including its fixing and binding the same with 24BWG GI binding wire and incuding nessesary centering and shuttering etc and supply of all maetial lahour and tool & plants etc required for proper completion of the work including cost of binding wire. the rate excludes making of drip course which shall be paid extra.

2

14600

7300

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MS (tor or plain) plain work such as rcc or rb work including bending for proper shape and including supply of steel and its wastage bend. Hooks and authorised overlapping shall be measured and including cost of binding wire wastage including supply of all labour material t&p etc required for proper completion of the work.

1.26

11326

8989.1

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Providing & laying spreading and compacting 53mm to 22.4mm size stone aggregate of specified sizes tio WBM specification in uniform thickness hand picking rolling with 3 wheled road/vibratory roller 8-10tonne capacity in stages to proper grade and camber applying and brooming material to fill up interstices of coarse aggregate watering and compacting to the required density.

120

444000

3700

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construction of un-renforcement dowel jointed at expansion and construction joint only plain cement concrete pavement thickness as per design over a prepared sub base with 43grade cement or any other type as per clause 1501.2.2 (1:2:4) course and fine aggregates confirming to IS 383 maximum size in a concrete mixer of not exceeding 25mm mised in a concrete mixer of not then 0.2 cum capacity and approprate weight batcher using approved mix design laid in arpproved fixed side form work (steel channel laying and fixing of 125 micron thick polythene film wedges steel plates including leveling the formwork as per drawing) spreading the concrete with shovels rakes compacted using needle screed and plate vibrators and finished in continuous operation including provision of contraction and expansion construction joints as per norms applying debonding strips primer sealant dowel bars near approaches to bridgs/culvert and construction joints admixtures as approved curring of concrete slabs for 14days curing compound (where specified) and water finished to lines and grade as per drawing and technical specification clause 1501 including cost of polythene sheet and dowel bar and also including complete shifing of matrials & concrete etc (M-20)

150

975000

6500

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S/F of Inauguration board etc with a/c

1

5000

5000



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