Water Resources Department Tender
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Costs
EMD
₹ 1,32,520Document Cost
₹ 5,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WR_127746_1Bid Award Id
ViewTender No
10/2024-2025 dated 21.09.2024Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Excavation of soil( any type ) using hydraulic excavator CK 90 excavation with hydraulic excavator of 0.9 cum capacity including cutting trimming bottom and side slopes in accordance with requirement of grades and cross sections, including all lift and combined lead up to 60 mtr.
(As per earth work statement)
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Excavation of soil using hydraulic excavator and hydraulic tractor trolley i/c cutting and loading in trolley and transporting to embankment locations with all lifts and leads.(Taking long lead as 4.09 Km)
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Extra for laying earth as per specification for compaction in 20 Cm. layers and dressing including the cost of rolling and watering as per P.W.D specifications.
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Dressing of Earth work ( NEW )
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Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing (0 to 1.5 mtr depth)
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Dressing and prepration of sub grade for lining
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Laying 1:3 (cement :water) cement slurry with cement @ 2.25 kg/ sqm on prepared bed and side slopes before laying concrete on bed and side slopes
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Cement concrete lining 60mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km (For Trapozoidal Section and Cup Section of all radius) For side slopes
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Cement concrete lining 60mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km (For Trapozoidal Section and Cup Section of all radius) For Sleepers
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Cement concrete lining 60mm thick or less laid mannualy for irrigation channels using cement concrete M-15 with cement contant 325 kg per cum mixed an automatic computerized batching and mixing plant and transported to the site in transit mixers & with an average lead of 1km (For Trapozoidal Section and Cup Section of all radius) For Coping
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Filling Expansion joint with Special impervious hot pour 12.50 mm wide
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Extra bitumen painting at 0.69 per sqm
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Filling construction/contraction joints with special impervious hot pour 12.5mm wide.
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
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Providing & laying 250 mm wide LDPE Film 150 micron over sleepers
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Dismantling of brick work in cement sand mortar / lime mortar including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 metre (By Mechanical Means)
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Dismantling of RCC including T&P scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material. & staking the serviceable material with all lifts & lead of 100 mtr (By Mechanical Means)
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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 and backfilling with approved material.
Ordinary soil, Mechanical Means, Depth 0m to 1m
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Cement concrete 1:2:4 (M15) With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type.
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Reinforced cement concrete M-25 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth
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HYSD steel bars(Fe 500 grade as per IS 1786-2008), for RCC works, where not including in the complete rate of RCC including bending and binding placing in position complete
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Reinforced cement concrete M-30 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth
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Reinforced cement concrete M-40 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steel reinforcement centring and shuttering in foundation and plinth
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Painting on concrete surface 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.
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
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Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280.
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Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting type IV as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications
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First Class Burnt Brick work laid in cement sand mortar 1:3 in foundation and plinth
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Any Other Item
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