Water Resources Department Tender
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Costs
EMD
₹ 4,40,000Document Cost
₹ 20,000Tender Fee
₹ 5,900
Description
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Contact
Tender Id
2024_WR_131847_1Tender No
013/FazilkaCanal/2024-25 dated 24/12/2024Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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E/work in excavation in foundation/ trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 mtr depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation. (For Sleepers)
253.52
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Dismantling of brick Masonry in cement
1204.46
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Dismentling of Coping
175.67
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Shuttering for faces of concrete foundations and foundation beam & plinth beam (Vertical or battering)
1028.28
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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.
705.12
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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.
16013
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Filling expansion joints with special impervious hot pour 12.5 mm wide.
171.24
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E/work for lip cutting for lining of irrigation Channels inclusive of all allowances, lead and dressing (up to 1.50 mtr depth)
1398.4
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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.
14316.41
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Excavation of soil using hydraulic tractor trolley including cutting and loading in trolley and transporting to the embankment location with all lifts and leads
2892.48
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Extra for compaction of earth including laying earth in 20cm layers, watering and rolling to specifications.
1675.54
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Providing contraction/Construction joint with sealing compound after apply hot primer coat including supply & Carraige of Material complete in all respect
3667.04
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Ordinary Jungle Clearance of both banks running Minor (Discharge upto 1.5 Cum )
3.69
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Cement concrete lining 75mm thick or less (60 mm thick) 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 concrete paver
880.21
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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. (CSR item no. 19.40)
207.05
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Laying cement concrete 1:3:6 (M-10) with stone ballast or shingle I/c supply and carriage of material at site of work complete in all respect
1.2
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Laying R.C.C. M- 20 excluding steel reinforcement but including centering and shuttering and vibrating the concrete (precast concrete ) In foundation & plinth
2.14
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Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete
590.7
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Advertisement Charges
1
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Dismantling concrete Plain 1:4:8
2.71
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Dismantling brick work, tile masonry or tile lining (in cement mortar).
21.79
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Dismantling concrete RCC
20.98
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Earth work in Excavation in 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 DEPTH UP TO 3 MTR
2215.84
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CCM-15 plain/ Reinforced Cement Concrete in open Foundation complete as per drawing and specifications.
47.24
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R.C.C M25 in open Foundation complete as per drawing and specifications.
242.05
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R.C.C M30 in open Foundation complete as per drawing and specifications.
296.97
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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
15.73
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Reinforcement Cement concrete Approach Slab using M-30 GRADE concrete including Reinforcement and form works complete as per drawing and technical specification
31.28
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Providing and fixing drainage spout complete as per drawing and Technical specification.
12
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Provision of an Reinforced cement concrete crash barrier at the edges of the bridge , road , approches to the bridge structure and medians constructed with m-40 grade concrete as per dimension as per instruction of enginner incharge exculding steel reinforcement
39.22
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Providing and filling joint sealing compound as per drawing and Technical specifications with coarse sand and 6 % bitumen by wight -20 mm depth
32.84
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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.
61.43
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Cautionary sign board 900x900x900mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 as per clause 6.9 of IRC 67-2012 for retro reflective sheeting
4
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Informatory sign board 800 x 600 mm square as per IRC 67 - 2001 with retro reflective high intensity microprismatic gradecomplete as per technical clause 801 MORT&H specifications.
4
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Mandatory sign board 900 mm circular as per IRC 67 - 2001 with retro reflective high intensity microprismatic grade complete as per technical clause 801 MORT&H specifications.
4
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Advance Direction sign board 1200x1200mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per clause 6.9 of IRC 67-2012 for retro reflective sheeting &a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 .
4
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Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade as per clause 801 of MORT&H specifications
4
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Rehandling of E/work
2157.44
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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.
103.04
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Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface
103.04
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Providing, Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects. (As per Dewatering Plan attached)
23826
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Making bore and installation of pumping set for dewatering arrangements complete in all respects. as per Dewatering Plan attached)
391.01
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Cement concrete (M-10)1:3:6 mixing by mechanical means using concrete mixer volumetric type
53.24
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Laying Reinforced cement concrete (M-30) in super structure as per drawing and Technical specifications. (Height upto 5 m)
105.58
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Providing weep holes in brick masonry/Reinforced concrete abutment, wing wall/return wall with 100 dia PVC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face complete as per Drawing and Technical Specifications.
27.6
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Excavation in soil using Hydraulic JCB and hydraulic tractor trolley with disposal upto 450 m i/c cutting and loading in trolley, trimming bottom and side slopes in accordance with requirement of grades and x-sections and transporting to the enbankment locations with all lifts and leads.
665.99
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Providing Tractor 24 HP for running 4 x 4 inch pumping sets for open dewatering
50
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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 ) With 'H' UPTO 0.5 m.
6
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Earth work involved in dismantling gullet walls of outlets for adjusting 'Y' of A.P.M. or 'B' of open flume outlets:- With 'H' UPTO 0.5 m.
6
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Extra labour for dressing of bricks on Open Flume and A.P.M type Outlets With 'H'UPTO 0.5 m.
6
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Adjusting A.P.M. to the correct 'Y' and fixing in position:- 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. With 'H' UPTO 0.5 m.
6
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Cement Conc 1:4:8 mechanically mixed with stone ballast 40 mm gauge using concrete mixer volumetric type
15.91
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1st Class burnt Brick work laid in csm1:4 in foundation & Plinth
29.2
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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. in Foundation & Plinth
2.67
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Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
1.79
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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
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0.32 ft = (min wt 72 kg)
1
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0.20 ft = (min wt 65 kg)
2
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0.25 ft = (min wt 68 kg)
3
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Dismantling outlets including removal of dismantled material involving lead upto 100 metres.
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channel discharge Exceeding 6 Cum/s but upto 10 Cum/s
1
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Laying Iron Pipe for Outlets
1
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Earth work for dismantling or construction of new pipe or barrel type outlet ( including excavation , refilling, consolidation and dressing )
1
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (M-25)Using Concrete Mixer.
3.63
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Providing, Stringing out, cutting, Jointing and testing of ISI Marked D.I. Double Flanged pipes with screwed flanged as per IS:8329-2000, Class-K9 and laying the same intrenches to correct alignment and gradients,jointed with nut bolts and rubber insertion joints fitted complete including all cartage. (450 mm i/d pipe line laid compelete)
18.29
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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 in charge). 300 mm i/d Sluice Valves flanged ( Class PN-1.6 as per ISI)
1
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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. 300 mm i/d Non return valve ( Class Pn-1.6 as per ISI)
1
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Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department (size 0.9mx0.09m)
1
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Any Other Item
1
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