Water Resources Department Tender
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Costs
EMD
₹ 5,56,000Document Cost
₹ 5,000Tender 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
2022_WR_91837_1Bid Award Id
ViewTender No
BDD/BDC/2022-23/2Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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BOQ Items
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Excavation in soil (any type) using hydraulic JCB and hydaulic tractor trolley upto 12.29 km first 0.450 km katcha, 11km pacca and 0.84 km along bank of canal (good earth from outside Borrow pit including cutting and loading and trolley with all leads and lifts along kacha bank / pakka bank complete in all respect as per specification and engineer in charge ( Good earth) Qty as per calculation sheet.
1335.83
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Extra for laying earth work as per specifications for compaction in 20 cm layers and dressing but including cost of roiling and watering as per specifications complete in all respect as per PWD specification and Engineer in Charge.
8299.4
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Dressing of earth work complete in all respect as per PWD specification and Engineer in Charge.
5279.44
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Earth work for lip cutting for lining of channels inclusive of all allowances leads (as per earth work statement complete in all respect as per PWD specification and Engineer in Charge. Qty as per calculation sheet : A) 0-1.5m depth
2297.39
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B) Depth exceeding 1.5m upto 3m
662.75
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Dressing side slopes and preparation of sub grade for lining complete in all respect as per specification and direction of Engineer in Charge.
12487.45
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Dressing of Bed and Preparation of Sub grade for lining complete in all respect as per specification and direction of Engineer in Charge.
16624.45
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Cement water slurry 1:3, with cement @2.25 kg per sqm as on prepared side slope before laying concrete on side slopes including supply and carriage and loading unloading of all material complete in all respect as per PWD specification and Direction of Engineer in Charge.
29111.9
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E/w in excavation ,trenches etc in all kind of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides and trenches stacking the excavated soil clear from the edge of excavation complete in all respect as per specification and directions of engineer in charge.
270.21
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Providing and laying Cement concrete lining 10 cm thick or less with mechanical paver for irrigation channels, using cement concrete (M15) with Cement content 325 kg /cum mixed in automatic computerized batching and mixing Plant mixed concrete lining of side slopes up to vertical height 2 mtr and transported to the site in transit mixers including supply and carriage & loading unloading of all material complete in all respect as per specification and direction of Engineer in Charge.
2024.78
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E/W in Excavation conglomerate for drains and bed sleepers under the lining item 19.10
108.11
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Providing & Laying cement concrete lining 75mm thick or less laid manually for irrigation Channel using cement concrete M-15 with cement concrete 325 kg/ cum for coping manually for Irrigation Channels, mixed in an automatic computerized batching & mixing plant and transported to site in transit mixer with an average lead of 1km
270.21
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Providing & Laying cement concrete lining 75mm thick or less laid manually for irrigation Channel using cement concrete M-15 with cement concrete 325 kg/ cum for Bed sleeper and side slopes manually for Irrigation Channels, mixed in an automatic computerized batching & mixing plant and transported to site in transit mixer with an average lead of 1km.
108.11
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Deg belling with single kassi stroke min. 7.5 cm depth complete in all respect as per PWD specification and Engineer in Charge.
3.35
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Filling expansion joints with special impervious hot pour 12.5 mm wide including s/o, c/o and loading unloading complete in all respect as per specification and direction of Engineer in Charge.
496.62
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Extra bitumen Painting of 0.69 Kg/ sqmtr & on concrete surface of construction joint and bed sleeper including supply and carriage of all material complete in all respect as per specification and directions of Engineer in Charge.
988.55
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Shuttering for faces of concrete lining on side slopes and bed complete in all respect as per specification and directions of Engineer in Charge.
1387.06
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Filling of Contraction Joint with sealing Compound including Supply and carriage all material complete in all respects
6795.9
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Providing 150 mm wide water stop seal for construction joint including supply and carriage of all material complete in all respect as per specification and directions of Engineer in Charge.
3596.7
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Providing and Laying,fixing and jointing PVC pipes as per ISI 4985 along the trenches and Laying the same in trenches to correct alignment,Gradient,cutting jointing and testing complete as per specification. 75mm (3") o/d pipe of 6 kgf/Sqcm
36.58
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110mm (4") o/d pipe of 6 kgf/Sqcm
24.39
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160mm (6") o/d pipe of 6 kgf/Sqcm
42.68
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200mm (8") o/d pipe of 6 kgf/Sqcm
6.09
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E.W dismantling or Construction of new pipe or barrel type outlet (including excavation,refilling,consolidation and type dressing. Channel Discharger exceeding 6 cum/s but upto 10 Cum/s
7
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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 excavated surplus soil. In Ordinary soil by Mechanical Means Depth 3 m to 6 m
2545.53
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Plain cement concrete 1:3:6 (M-10) 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.
143.86
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Reinforced Cement Concrete M-20 with Batching Plant, Transit Mixer and Concrete Pump in Open Foundation complete as per Drawing and Technical Specifications
39.59
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Reinforced Cement Concrete M-20 with Batching Plant, Transit Mixer and Concrete Pump in sub-structure complete as per Drawing and Technical Specifications (height upto 5m)
158.67
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Furnishing and Placing Reinforced cement concrete RCC Grade M20 using Batching Plant, Transit Mixer and Concrete Pump as per drawing and Technical Specifications for Solid slab super structure including centering and shuttering (height upto 5m)
20.58
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Reinforced Cement Concrete M-25 with Batching Plant, Transit Mixer and Concrete Pump in Open Foundation complete as per Drawing and Technical Specifications
186.6
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Reinforced Cement Concrete M-25 with Batching Plant, Transit Mixer and Concrete Pump in sub-structure complete as per Drawing and Technical Specifications (height upto 5m)
136.09
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Furnishing and Placing Reinforced cement concrete RCC Grade M25 using Batching Plant, Transit Mixer and Concrete Pump as per drawing and Technical Specifications for Solid slab super structure including centering and shuttering (height upto 5m)
10.52
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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.
73.1
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Brick Ballast/Shingle laid over 1 ft graded Filter as per approved drawing
0.65
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
354.88
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Cold twisted deformed (ribbed/for steel Bar) Bars Fe 500 grade as per IS 1786-1985 for R.C.C. works, where not including in the complete rate of RCC including bending and placing in position complete.
337.18
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Providing skin plate of Gates (8mm) of desired shape and size complete in all respect and to entire satisfaction of engineer in-charge.
583
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Providing and fixing Structural Steel work complete in all respects and to entire satisfaction of Engineer-in-charge
6357.53
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Providing & Fixing MS Plate of various sizes complete in all respect and to entire satisfaction of engineer in-charge.
3902.5
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Steel casting as per I.S. specification & grade complete in all repects and to entire satisfaction of engineer-in-charge.
223
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Providing & Fixing MS Pipe of various sizes complete in all respect and to entire satisfaction of engineer in-charge.
326
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Providing & Fixing MS J -Bolt with nut and washer dia 20mm complete in all respect and to entire satisfaction of engineer in-charge.
213
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Providing chequred plate 8mm thick of desired shape and size complete in all respect and to entire satisfaction of engineer in-charge.
1142
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Providing & Fixing wheel assembly 200 dia 50mm wide complete in all respect and to entire satisfaction of engineer in-charge.
160
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Providing Anchor rod dia 16mm complete in all respect and to entire satisfaction of engineer in-charge.
77
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Drilling/Boring hole including rimming complete in all respects and to entire satisfaction of Engineer-in-charge
6150
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Providing Side Seal Hollow Type (Teflon Cladded) and fixing in position including preparation of suface complete in all respects and to entire satisfaction of Engineer-in-charge
4.82
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Providing and Fixing in Position of flat/wedge seal including preparion of surface complete in all respects and to entire satisfaction of Engineer-in-charge size 80x12mm.
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Providing and Fixing MS Nut and Bolts of all Sizes and length required and to entire satisfaction of Engineer-in-charge.
21
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Supply of Multipurpose synthetic Grease Complete in all respects and to entire satisfaction of engineer-in-charge.
32
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Supply of Multigrade Mobile oil 10w-40 or 10w-50 Complete in all respects and to entire satisfaction of engineer-in-charge.
32
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Providing High Speed Diesel
32
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Labour for Oiling and greasing of gates
4
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Providing 7 watt LED 40 watt Solar Pannel Battery 12V-40Ah with T-Gel Battery.
3
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Applying priming coat with metal primer on new steel or iron work i/c preperation of surface.
7025.98
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Painting two coats with anticorrosive bitumastic Paint to give an even shade with special quality paint.
7025.98
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Fillet Welding with high strength steel rods complete in all respects and to entire satisfaction of enginer incharge (i) 6 mm wide.
4931
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Providing and Fixing 1.5 qtl capacity 50mm dia spindle hoist assembly complete in all respects and to entire satisfaction of Engineer-in-charge
8
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CI Housing Cover with worm & worm wheel assembly shaft ,Handle GM Bust with triple start threading inside for spindle complete including labour charges
8
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Supply of Spindle for hoist mechanism including threading and machining complete in all respect to entire satisfaction of engineer in charge
401.18
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Commissing and testing of gates at site complete in all respects and to entire satisfaction of enginer incharge
4
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Providing and Fixing GI pipe of 1.5" dia complete in all respects and to entire satisfaction of Engineer-in-charge
63.76
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Providing & Fixing U -anchor dia 16mm complete in all respect and to entire satisfaction of engineer in-charge.
4.74
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Any Other Item
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