Water Resources Department Tender
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Costs
EMD
₹ 4,00,000Document Cost
₹ 2,000Tender Fee
₹ 5,900
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
2024_WR_127868_1Tender No
06Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Excavation in soil (any type) using Hydraulic Excavator CK 90 Excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirement of lines, grades and cross sections, including all lifts and combined lead up to 30m.
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Dismantling Brick work in cement.
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
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Extra bitumen painting at 0.69 kg per sqm. Priming coat as per IS 3384-1985 for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specifications and engineer-in-charge.
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Iron grated doors, including pintle hinges & arrangements.
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Dressing of BED and preparation of sub grade for lining complete in all respect as per PWD specifications and engineer-in-charge.
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Dressing of side slopes and preparation of sub grade for lining complete in all respect as per PWD specifications and engineer-in-charge.
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Cement water slurry 1:3 with cement @ 2.25 kg per Sqmt as on prepared side slopes before laying concrete on side slopes including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-in-charge.
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Filling Contraction Joint with special impervious hot pour 12.5mm wide.
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Earthwork for lip cutting for lining of irrigation Channels inclusive of all allowances, lead and dressing (up to 1.50 mtr depth).
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Excavation in soil using Hydraulic excavator and Hydraulic Tractor trolley with disposal 0 to 450m including cutting and loading in trolley Transporting to the embankment locations with all lift and leads
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Excavation in soil using Hydraulic excavator and Hydraulic Tractor trolley with disposal 450m to 1km including cutting and loading in trolley Transporting to the embankment locations with all lift and leads
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Excavation in soil using Hydraulic excavator and Hydraulic Tractor trolley with disposal 1km to 2km including cutting and loading in trolley Transporting to the embankment locations with all lift and leads
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Excavation in soil using Hydraulic excavator and Hydraulic Tractor trolley with disposal 2 km to 3 km including cutting and loading in trolley Transporting to the embankment locations with all lift and leads
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Excavation in soil using Hydraulic excavator and Hydraulic Tractor trolley with disposal 3 km to 4 km including cutting and loading in trolley Transporting to the embankment locations with all lift and leads
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Excavation in soil using Hydraulic excavator and Hydraulic Tractor trolley with disposal 4 km to 5 km including cutting and loading in trolley Transporting to the embankment locations with all lift and leads
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Excavation in soil using Hydraulic excavator and Hydraulic Tractor trolley with disposal 5 km to 6 km including cutting and loading in trolley Transporting to the embankment locations with all lift and leads
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Excavation in soil using Hydraulic excavator and Hydraulic Tractor trolley with disposal 6 km to 7 km including cutting and loading in trolley Transporting to the embankment locations with all lift and leads
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Excavation in soil using Hydraulic excavator and Hydraulic Tractor trolley with disposal 7 km to 8 km including cutting and loading in trolley Transporting to the embankment locations with all lift and leads
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Excavation in soil using Hydraulic excavator and Hydraulic Tractor trolley with disposal 8 km to 9 km including cutting and loading in trolley Transporting to the embankment locations with all lift and leads
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Excavation in soil using Hydraulic excavator and Hydraulic Tractor trolley with disposal 9 km to 10 km including cutting and loading in trolley Transporting to the embankment locations with all lift and leads
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Cement concrete lining 75mm thick or less laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic to the site in transit computerized transported mixers with an average lead of 1 Km (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) (Without mechanical Paver).
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Providing and laying cement concrete (M-15) for coping & Sleepers mixed in automatic computerized batching and mixing plant and transported to the site in transit mixers including supply and carriage & loading unloading of all materials complete in all respect as per PWD specifications and engineer-in-charge.
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Earth work for dismantling or construction of new pipe or barrel type outlets (including excavation, refilling, consolidation and dressing) Channel discharge upto 1.5 cums per second. CSR Item No 20.1a(i)
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Earth work involved in dismantling Open flume, A.P.M. or O.S.M. type Outlets (including excavation, refilling , consolidation and dressing )(20.1 b i)
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Dismantling outlets including removal of dismantled material involving lead upto 100 metre pipe or barrel type outlets . CSR ITEM NO. 20.2 a (i)
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Dismantling O.F., A.P.M. or O.S.M. type outlets consisting of total dismantling i.e. concrete R.C. Slab and cement masonry. CSR ITEM NO. 20.2 b (i)
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Making temporary A.P.M. Block and fixing at site In case of new outlets where no dismantling and reconstructing of gullet walls is involved. CSR ITEM NO. 20.3a
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Extra labour for dressing of bricks for outlet With 'H' 0.5 m to 0.9 m. CSR Item No 20.10(ii)
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Laying iron pipes for outlets upto 150 m.m. diameter
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Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976. 0.20 ft= 6.1 cm (min wt 65 kg).
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Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976. 0.25 ft= 7.6 cm (min wt 68 kg).
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Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976. 0.32 ft= 9.9 cm (min wt 72 kg).
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Providing APM cast iron block complete in all respects including supply of pig iron, casting and pattern making, as per ISI specifications no. 7986-1976. 0.5 ft= 15.2 cm (min wt 80 kg).
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Earthwork in excavation in foundation of bridges, culverts, buildings including handling of materials with a combined lead of 15 meters dressing of bed and side stacking the excavated soil from the edge of excavation and subsequent filling around:- (a) For ordinary gravel soil involving pick work. Complete in all respect as per drawings, designs, specifications and instructions of Engineer- in-charge.
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Laying Plain Cement Concrete 1:3:6 (M-10) nominal mix in foundation with crshed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
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Cement Conc 1:3:6 mechanically mixed with stone ballast or shingle using concrete mixer volumetric type
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PCC M-25 cement concrete in open foundation complete as per drawing and Technical specifications using concrete mixture (CSR item No. 21.7)
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Furnishing and placing reinforcement / prestressed cement concrete RCC M-30 in sub-structure complete as per drawing Technical specifications height upto 5 mtr using Concrete Mixer including centering and shuttering. (CSR Item No. 21.32-G/a/i)
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PCC M-15 cement concrete in sub-structure complete as per drawing and Technical specifications using concrete mixture (CSR item No. 21.32 (a))
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Furnishing and placing reinforcement / prestressed cement concrete RCC M-25 in sub-structure complete as per drawing Technical specifications height upto 5 mtr using Concrete Mixer including centering and shuttering.
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification. Sandy material.
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Furnishing and placing reinforcement / prestressed cement concrete RCC Grade M-25 for solid slab by using concrete Mixture ht.upto 5 m as per Drawing and Technical specification including shuttering & centering.
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Furnishing and placing reinforcement / prestressed cement concrete RCC Grade M-30 for solid slab by using concrete Mixture ht.upto 5 m as per Drawing and Technical specification including shuttering & centering
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Furnishing and placing reinforcement / prestressed cement concrete RCC M-30 in super-structure complete as per drawing Technical specifications height upto 5 mtr using Concrete Mixer for solid slab including centering and shuttering. (CSR Item No. 22.1-C/a/i)
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Furnishing and placing reinforcement / prestressed cement concrete RCC M-40 in super-structure complete as per drawing Technical specifications height upto 5 mtr using Concrete Mixer for railing including centering and shuttering. (CSR Item No. 22.1-E/a/i)
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Supplying, fitting and placing HYSD bar reinforcumcement in sub-structure completeas per drawing and technical specifications.
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Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia discharge GI light grade pipe (for Bridges) (CSR Item no. 22.8-B)
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Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire confoming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 18 kg, Including excavation for trimming for prepration of bed Boulder Apron Laid in Wire Crates.
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Filling cement bags with sand or earth and sewing including cost of E.C bags and string.
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Graded Filter
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Filling Stone or Spall Item no 23.44 b
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Stone Block Pitching on Horizontal (CSR item no.23.42 a)
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Stone Block Pitching on Slopes (CSR item no.23.42 b)
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Extra for compaction of earth including laying earth in 20cm layers, watering and rolling to specifications.
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Providing and filling joint sealing compound with coarse sand and 6 percent bitumen by weight complete as per drawings and technical clause 2605 of MORT&H specifications (CSR Item No. 24.61 (b)]
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Making dewatering arrangement by pumping set 4‘‘ *4‘‘ (Tractor driven).
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Ordinary jungle clearance of both banks of running distributaries, minors and drains with Discharge upto 9cum/s including boundary road Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.
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Excavation manually in trenches for pipe lines with straight or open cutting in streets and lanes in builtup area where width of street / Lane from wall to wall is less than 3 meter including trimming and dressing sides levelling of beds of trenches to correct grade, cutting joint holes, refilling consolidation,watering , including the cost of dewatering of rain water, diversion for traffic, night signals. Providing & fixing caution boards, watching, fencing, etc. and removal of surplus soil from the site upto 15 meter distance complete in all respects.
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Providing, Stringing out, cutting, Jointing and testing of ISI Marked C.I. Pipes Class-LA per IS:1536 and laying the same in trenches to correct alignment and gradients,jointed with rubber tyton joints fitted complete including all cartage.600mm i/d pipe lines laid complete
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Providing & fixing C.I/D.I Flanged end, stem of SS (AIS 1410) and Bronze(gunmetal) working parts Sluice Valves ISI marked 14846-2000, including jointing , testing & cost of Nut ,Bolt & insertion sheet, all carriage complete (with the approval of Engineer incharge). Class PN-1 as per ISI 600mm i/d Sluice Valves flanged.
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Providing & fixing Single air valve ISI Marked as per IS-14845 including jointing , cost of nut bolts & rubber insertion all carriages complete C.I Single air valve screwed (Size 80mm)
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Proving & fixing ISI Marked Non-return valves flanged end class PN-1.0 as per IS:5312/2004 in pipe lines including jointing & cost of Nut Bolt , rubber insertion etc. complete.
Note: If Non-return valves class PN-1.6 is used instead of class PN-1.0 , than 5% will be paid extra. Class PN-1.0 as per ISI with rubber Flap. (300 mm i/d).
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Providing and Fixing Outlet (Patrolling Side).
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Providing and Fixing Outlet (Non-Patrolling Side).
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Supply and fixing distance Marks.
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Providing boundary pillars.
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Supply of 600 mm Dia DI pipe bend 90 degree.
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Supply of 600 mm Dia DI pipe bend 45 degree.
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Any Other Item
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