Public Works Department Tender
View complete overview of Puducherry PWD Tender
Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date9 Jul 2024
Closing Date18 Sep 2024
Tender Amount₹ 31,98,968
Costs
EMD
₹ 63,979Document Cost
₹ 525Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWDC2_16037_1Bid Award Id
ViewTender No
TN.6/PW/IRRN/2024-2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.py.gov.in/
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Documents
BOQ Items
Close timbering over areas including strutting,shoring and packing cavities (whwerever required ) etc. complete (measurements to be taken of the face area timbered) . Depth not exceeding 1.5m
55
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Close timbering over areas including strutting,shoring and packing cavities (whwerever required ) etc. complete (measurements to be taken of the face area timbered) . Depth exceeding 1.5m but not exceeding 3m
47
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-
Supplying and filling with quary dust in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth consolidating each deposited layers by ramming and watering etc. complete. The rate includes all lead and lift head load, pumping out any type of water or liquid mud due to stagnation /flowing / seepage and also working in or under foul condition in or under water and / or liquid mud etc., completed as directed by the Engineer-in-charge
31
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-
Extra for providing and mixing ordinary Portland cement 43 grade of approved brand and manufacture in quary rubbish / stone dust at the rate of 3 bags of cement per cum of quary rubbish/ stone dust mixing in a mechanical mixer etc., and laying under foul condition completed as directed by the Engineer-in-charge.
18
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Providing and laying in position cement concrete 1:4:8 (1 cement: 4 coarse M.sand: 8 graded stone aggregate 40mm nominal size) in foundation at all level of above/ below ground level. The rate includes all head load, lead, pumping out any type of water or liquid mud due to stagnation /flowing / seepage and also working in or under foul/slush condition in or under water and / or liquid mud etc., complete all as directed by the Engineer-in-charge.
31
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-
Reinforced Cement Concrete in open foundation complete as per drawing and technical specifications - RCC Grade M35 with a minimum cement content of 422 kg / cum - Using Concrete Mixer and electric gen set including the cost of labour, material, formwork and overhead charges.
48
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-
Reinforced Cement Concrete in substructure complete as per drawing and technical specification -RCC Grade M35 with a minimum cement content 422 kg / cum for height upto 5m - Using concrete mixer (Formwork-10%).
55
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-
Steel reinforcement for R.C.C. works including bending, binding and placing in position - Thermo Mechanical Treated Bars (TISCON / VIZAG / IISCO / SAIL/JSW) Fe - 415 or more
11.33
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-
Making of bund wall with HDPE cement bags filled with stone dust/quary rubbish for discharge regulation, breach closing/diversion arrangement. The rate includes head load the cost of empty HDPE bags, cost of stone dust, labour charges for filling the bags and placing in position of its purpose working in or under foul/slush condition ,in or under water and / or liquid mud, including pumping out water as required all as directed by the Engineer-in-charge.
1072
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-
Providing and filling in foundation trenches and at the back of abutments, wing walls etc. and below pipe bed in layers not exceeding 150mm thick including watering and compacting including all lead and lifts. - Good local sand free from earth.
110
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-
Providing and fixing prmoulded bitumen joint filler, for expansion joints including the cost of sealing compound and priming coat - 25 mm wide.
2500
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-
Providing, laying and jointing UPVC pipe of 250mm dia (0.6 Mpa) conforming to IS specification 4985 and ISI marked including transportation to the site , lowering to the trenches, laying to proper grade and alignment and placing in position for discharge through the drain during construction period as directed by the Engineer-in-charge.
40
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Construction of granular sub-base by providing close graded material, spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 of MoRTH specification, 4th Revision - by mix in place method - for grading I material.
81
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density - Using vibratory roller. (As per MoRTH specification, 4th Revision)
81
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-
Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. (As per MoRTH specification, 4th Revision)
540
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-
Providing and laying bituminous macadam with hot mix plant of capacity not less than 40 -60 TPH using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 507.7 of MoRTH specification, 4th Revision, to achieve the desired compaction. - using grade II metal and bitumen 60/70 grade.
27
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg. per sqm. on the prepared bituminous / granular surface cleaned with mechanical broom. (As per MoRTH specification, 4th Revision)
540
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-
Providing and laying bituminous concrete with HMP of capacity not less than 40 to 60 TPH using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 509 of MoRTH specification, 4th Revision, complete in all respects - Using grade-II material.-Bitumen 60/70
22
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-
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