Public Works Department Tender
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Costs
EMD
₹ 44,639Document Cost
₹ 2,760Tender Fee
Refer Documents
Summary
General-urgent Reinstating Work Of A Culvert At Ch 1/700 In Vannappuram Bye Pass -a Culvert Construction. -general Civil Workgeneral-urgent Reinstating Work Of A Culvert At Ch 1/700 In Vannappuram Bye Pass -a Culvert Construction. -general Civil Work
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
Contact
Tender Id
2022_PWD_492790_1Bid Award Id
ViewTender No
69/EE/2022-23Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.kerala.gov.in/
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Documents
BOQ Items
3.8.A:Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Mechanised
9.38
-
-
OD89380/2021-2022:Providing dowel bars of 120 cm long 20mm dia 60 cm deep holes bended from holes( L shape) Fix the tore steel in holes etc..complete.
27
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-
OD32540/2022-2023:Ring Bund Type II :Putting up ring bund with earth fill gunny bags of top width 2.00 m ,height 2.00m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work etc. complete
18
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-
OD32541/2022-2023:Bailing out water by using 5 HP diesel engine and pump set including conveying to site and erecting cost of fuel lubricants etc. complete.
24
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-
12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
14.12
-
-
OD32636/2022-2023:Dry rubble masonry for retaining walls using blasted rubble size below 40 dm3 including wedging them tightly with chips including all cost and conveyance of materials, labour charges etc. complete
70.29
-
-
OD32637/2022-2023:Dry rubble masonry for retaining walls (using departmental rubble) size below 40 dm3 including wedging them tightly with chips including all cost and conveyance of materials, labour charges etc. complete
14.07
-
-
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>
3.46
-
-
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
64.66
-
-
OD32553/2022-2023:PVC WEEP HOLES- Providing weep holes using 110mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
25.6
-
-
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
4.89
-
-
12.8.E.1.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> RCC Grade M25 - Using Concrete Mixer <br>
7.2
-
-
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 <br>
95
-
-
4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method
10
-
-
55.22:Supplying and laying interlocking tile 100 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.
100
-
-
8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
67.98
-
-
Shoulder strengthening Works
-
-
-
3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m) <br>
28.4
-
-
12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
21.3
-
-
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>
7.1
-
-
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