Public Works Department Tender
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The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for Construction Of Mundakkal Bridge Across Pamba River At Kainakary In Alappuzha District (balance Work) in Alappuzha, Kerala, with an estimated contract value of Rs. 3,14,74,414. The bid opening date for this tender is 13-04-2020 and the last date for bid submission is 27-04-2020. Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 50,000Document Cost
₹ 6,508Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2020_PWD_353272_1Bid Award Id
ViewTender No
1/SEBRSC/2019-20/Alp/Re-tenderTender Authority
Public Works Department ViewPurchaser Address
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Documents
BOQ Items
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c) 60 cm x 60 cm square
2
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3525
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a) 60 cm circular - Cautionary board (speed limit)
4
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2771
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b) 80 mm x 60 mm rectangular
2
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4700
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Supplying and fixing 450mm dia RCC NP3 pipe and collar including all cost conveyance labour charges etc complete.
22.5
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1386.21
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Appendix-B
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Appendix-F
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Dry rubble masonry for foundation of structures etc complete as per drawing and technical specifications.
36.869
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2724.71
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
7089.499
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434
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3.15 )Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
875
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3.99
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55.22)Supplying and laying interlocking tile 80 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
40.21
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765.91
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Appendix-E
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Wet Mix MaccadamProviding, 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.
421
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2858
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Supplying and stacking well matured coconut post for driving through various strata below bed level inluding cost conveyance labour charge etc complete.
198
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126.5
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Appendix-D
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
90
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444
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Appendix-C
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-
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Earth work excavation in all classes of soil (except hard &medium rock which requires blasting ) for foundation filling in low laying places as pointed out by the departmental officer at site with all leads and lifts including breaking clods watering remaining , secting of spoil bank etc .
923
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212
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 fine sand : 6 graded stone aggregate 40 mm nominal size)
56.25
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5121.12
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Providing, laying and rolling of open graded premix carpet of 20 mm thickness with 0.27 cum of 12 mm departmental aggregates premixed with 12.96 Kg of bitumen / 10 sqm using penetration grade bitumen t o required line , grade and level on a previously prepared base, after priming the wxisting surface with 5 Kg of bitumen (vg 30 /)/10 sqm including mixing in a suitable plant, laying and rolling with a three wheeled static roller of 80- 100 KN capacity, finished to required level and grades, followed by a seal coat of 0.09 cum of 6 mm departmental aggragates premixed with 8.64 Kg of bitumen / 10 sqm
2137.5
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173
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Supplying 6 mm hard blue granite broken stones and stacking in standard heaps for measurements including all cost& conveyance etc complete.
18.95
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2089
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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.
2105
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26.99
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Supplying 12mm hard blue granite broken stones and stacking in standard heaps for measurements including all cost& conveyance etc complete.
54.68
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2147
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Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings.
30
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554
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Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm.
6300
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210
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Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
220
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5571
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Providing and laying high strenth woven geotextile of strength 900/gsm+ 50cm over lap
1290.05
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108
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Providing sand pile of 15cm dia and 7.5 m depth with bottom shoe of 20cm dia and 15cm depth conical shpe with 5mm thick M S Plate including cost of shoe and hire charges for M S Pipe filling sand inside the pipe and consolidating by mechine in layers and pulling up the MS pipe again consolidating by machine etc complete
10620
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207.01
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Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.
-
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-
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Construction of granular sub-base by providing coarse graded material, spreading in uniform layers 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.
524.138
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2864
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Appendix-A
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Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.
10
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8391.75
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Driving down coconut pile to line and levels through various strata inxcluding all hire charges and labour for fixing ,staging platform and all other appliances necessary for pile driving down after pointing the bottom end.
132
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511.37
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Thiruvananthapuram, Kerala