Water Resources Department Tender
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Costs
EMD
₹ 5,00,000Document Cost
₹ 5,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WR_129351_1Tender No
06/2024-25 dated 30-10-2024Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
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Documents
BOQ Items
Earthwork Excavation from canal using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m ( cutting)
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Excavation of soil using hydralic JCB and hydralic tractor trolly i/c cutting and loading in trolly and transporting to the embankment locations with all lifts and lead
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Extra for carriage of earth/soil beyond 450 m but upto 1 km with hydraulic tractor trolley. (Katcha)
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Extra for carriage of earth/soil beyond 450 m but upto 1 km with hydraulic tractor trolley. (pacca)
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Extra for carriage of earth/soil beyond 1km but upto 10 km with hydraulic tractor trolley. (Katcha)
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Extra for carriage of earth/soil beyond 1km but upto 10 km with hydraulic tractor trolley. (pacca)
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Note - The actual lead is to be paid if the lead is in fraction, the lead is to be worked out by interpolation.
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Extra for laying earth/fly ash as per specifications for compaction in 20 cm layers and dressing, watering , rolling as per specifications for compaction
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Dressing of Earthwork
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Dressing of dowel along water carring channel in addtion to payment for dressed earth work
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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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Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 1.5 mtr -3.0 mtr depth
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Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation
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Dressing side slopes and preparation of sub grade for linning
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Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared side slopes before laying concrete on side slopes.
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Providing & laying LDPE Film 150 micron over sleepers
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Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect.
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Providing and laying cement concrete lining 75mm thick or less laid manually for irrigation channel using cement concrete M-15 with cement content 325kg/cum mixed in automatic computerised batching mixing plant and transported to site in transit mixer with an average lead of 1 km. (For Lining)
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Providing and laying cement concrete lining 75mm thick or less laid manually for irrigation channel using cement concrete M-15 with cement content 325kg/cum mixed in automatic computerised batching mixing plant and transported to site in transit mixer with an average lead of 1 km. For sleeper)
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Providing and laying cement concrete lining 75mm thick or less laid manually for irrigation channel using cement concrete M-15 with cement content 325kg/cum mixed in automatic computerised batching mixing plant and transported to site in transit mixer with an average lead of 1 km. (For Coping)
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Filling contraction joints with special impervious hot pour .
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Filling expansion joints with special impervious hot pour 12.5 mm wide.
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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 )
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With 'H' more than 0.5 m. but upto 0.9m
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Dismentling Open flume, A.P.M. or O.S.M. type Outlets consisting of total dismantlling i.e concrete RC slab and cement Masonary
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With 'H' more than 0.5 m. but upto 0.9m
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Extra labour for dressing of bricks for outlet With 'H' more than 0.5 m. but upto 0.9m
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Adjusting A.P.M. to the correct 'Y' and fixing in position:-
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Extra over item No. 20.4 In case of old outlets where dismantling and reconstructing of gullet walls is involved including change in width of gullet i.e. 'B' of the outlet upto 30m.m.
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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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1st Class burnt Brick work laid in csm1:3 in foundation & Plinth
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Cold twisted deformed (ribbed/ tor steel) Bars Fe 500 grade as per IS 1786-1985 for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding, and placing in position complete.
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Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixture as per IS 1791 and vibrator by needele vibrator but excluding steel reinforcement and centring-shuttering complete in all respect.
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Centring and shuttering for slab of culverts for vent height up to 3.00 mtr
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Earth work in excavation of foundation of structure 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 excavated surplus soil. upto 3 m
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Preparing, watering & ramming surface of laying concrete (horizontal).
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Plain/RCC in sub structure complete as per drawing and technical Specifications. PCC Grade M15. Height upto 5m
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PCC M-15 Grade as leveling course below approach slab complete as per drawing and technical Specifications
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Plain/RCC in super structure complete as per drawing and technical Specifications. RCC Grade M25. Height upto 5m with batching plant, Transit mixer and concrete pump
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Plain/RCC in Super structure complete as per drawing and technical Specifications. RCC Grade M30. Height upto 5m with batching plant, Transit mixer and concrete pump
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Drainage spouts complete as per drawing no. SD/205 and Technical specification with 0.6 m long GI 100mm dia. drainage GI light grade pipe
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Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dust, oil, grease, efflorescence and applyinf paint @ of 1 litre for 2 sqm
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Informatory Sign board 600x600 mm square as per IRC 67-2012 with high intensity microprismic retro reflective sheet as per ASTM D 4956-09 and as per IRC 67-2012. with retro reflective high intensity micro prismatic sheeting fixed over 3 mm thick aluminium composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided amnd fixing the same with suitable size aluminium alloy rivets at 200mm c/c to back support frame of 25x25x3 mm angle iron frame supported on a square hollow steel section post 60x60x3.2 mm confering to IS 4923 without cost of defination plate firmly fixed to ground in foundation concrete M25 of size 0.45x 0.45x0.60 m for vertical post complete as per technical clause 801 MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 of retro reflective sheeting and a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012
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First Class Brick masonry In Mud
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Dismentalling of Brick Work In Mud
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the tructure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
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Extra for laying earth/fly ash as per specifications for compaction in 20 cm layers and dressing, watering , rolling as per specifications for compaction
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Providing and fixing 20mm thick compressible fibre board in expansion joint complete as per drawing and technical 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.
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Bricks dismantled from brick work in mud.
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Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.
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Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface
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Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture.
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Dismentalling Of Brick Work
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Dismantling concrete 1:3:6
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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 up to 3 m
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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.
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Plain/Reinforced cement concrete M25 in sub-structure With Batching Plant, Transit Mixer and Concrete Pump complete as per drawing and Technical Specifications
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Cold twisted detormed (Ribbed/ ToR S teel Bar) Bars (Fe 500 grade as per IS 1786-2005) , for R.C.C works, where not including in the complete rate of RCC including bending and biding placing in position complete
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
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Filling Stone or spall on level
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Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation.
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Laying cement concrete in 1:3:6 with stone ballast or shingle with machine mixed.
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First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth.
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Laying cement concrete in 1:2:4 with stone ballast or shingle with machine mixed.
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10 mm thick Cement Plaster 1:4 (as per CSR item No 15.6)
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Applying Priming Coat with cement primer in all shade in newly plastered or concrete exterior surface (CSR item no 16.31)
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Evaluation Notes How It Works ?
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