Water Resources Department Tender
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Costs
EMD
₹ 5,00,000Document Cost
₹ 10,000Tender 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_129355_1Tender No
45/22A/2024-25Tender Authority
Water Resources Department ViewPurchaser Address
-Website
http://eproc.punjab.gov.in
GEM & Bid Advisory Services
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BOQ Items
Plain/Reinforced cement concrete in sub-structure
complete as per drawing and Technical Specifications RCC Grade M25 With Batching Plant, Transit Mixer and Concrete Pump RCC Grade M25 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump
1496.58
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-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 With Batching Plant, Transit Mixer and Concrete Pump
67.73
-
-
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
270.11
-
-
RCC/PSC Grade M40 for t-beam & SlabWith Batching Plant, Transit Mixer and Concrete Pump height upto 5m
369.24
-
-
Applying priming coat with cement primer in all shade on newly plastered or concrete exterior surface
3419.91
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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.
3419.91
-
-
Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.
41.7
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-
Cement Conc. 1:4:8 with brick ballast Mannul mix
36
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-
Cement Conc. 1:2:4 for bed mannul mix
94.2
-
-
First class brick masonary 229 mm thick with cement sand mortar 1:3 in foundation & plinth
3.3
-
-
12.50 mm thick plaster with cement mortar 1:3 on bed & top of side walls
13.5
-
-
12.50 mm thick plaster with cement mortar 1:3 on side walls
86.1
-
-
Centring & shuttering for concrete faces as per item (9.1) of CSR 2020
312
-
-
RCC slab 1:2:4 with 80 kg steel per cum
8.1
-
-
Providing & fixing of Jungla & Main hole complete as per CSR 2020 item No. (18.4) 100 Kgs @ 9140 /- per qtl.
30
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-
Providing & placing of Steel foot steps complete as per CSR 2020 Item No. (29.35)
150
-
-
Provind lowering precast concrete NP-2 plain end pipes and collar with reinforcement, in trenches to correct gradient and alighnment, cutting of reinforcement cement concrete plain end pipes. Stringing in trenches, joining end and fixing collar with cement mortor 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment, gradients,levels etc. complete in all repects. RCC Pipe NP-2(600mm).
3077
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-
Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
849
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-
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
41.7
-
-
Cement Concrete 1:6:12 with stone ballast 40mm gauge stone aggregates using concrete mixer volumetric type.
1987.8
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-
Cement Concrete 1:2:4 with stone ballast ao shingle using concrete mixer volumetric type.
115.01
-
-
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
115.01
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-
First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth.
115.01
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-
12.5 mm thick cement plaster 1:2 + Cement rendering on plaster 1mm thick
115.01
-
-
Cold twisted deformed (Ribbed/ Tor 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
7.3
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-
Providing & fixing 560 mm, 500 mm and 450 mm internal diametre circular or 450 mm x 600 mm clear inside opening rectangular RCC manhole cover and frame ISI marked as per IS:12592-2002 including carriage from the stores of the Engineer-in- charge to site of work, loading, unloading including stacking and setting the same to correct lines over manholes including cement concrete copping (M:20) around the frame etc. Dia of steel for lifting hook is 16mm. (for EHD and HD).
B)500mm i/d RCC Manhole cover with frame.
(b) Heavy Duty
107.71
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-
Providing orange colour safety footrest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar confirming to IS: 1786 having minimun cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruted legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specification and having manufacturer's permanent identification mark to be visible even after fixing, including fixing in manholes with 230x150x75cm cement concrete block 1:2:4 (1 cement: 2 sand: 4 stone aggragate) complete as per design.
72.53
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-
Providing, lowering, cutting & jointing salt glazed stone ware pipes and specials ISI marked as per IS: 651-2007 class Sp-1 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc., cutting of concrete beds and joints holes, supporting the pipes and specials, in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benching, haunching and envelopes are completed including jointing of pipes and specials in trenches, using cement sand mortar 1:1 and best spun Jute yarn as per IS:1887, finishing and trowelling of each joint at an angle of 45 degree with the longitudinal axes of pipe, watering, keeping the joint covered and wetted till the same are cured, testing the sewerage line for leakage and making all leakages and defects good as laid in the contract specification, chipping and finishing the cut surface to uniform finish to the entire satisfaction of engineer-in-charge Including all cartage etc complete in all respects.
72.53
-
-
Providing, lowering, cutting & jointing salt glazed stone ware pipes and specials ISI marked as per IS: 651-2007 class Sp-1 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc., cutting of concrete beds and joints holes, supporting the pipes and specials, in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benching, haunching and envelopes are completed including jointing of pipes and specials in trenches, using cement sand mortar 1:1 and best spun Jute yarn as per IS:1887, finishing and trowelling of each joint at an angle of 45 degree with the longitudinal axes of pipe, watering, keeping the joint covered and wetted till the same are cured, testing the sewerage line for leakage and making all leakages and defects good as laid in the contract specification, chipping and finishing the cut surface to uniform finish to the entire satisfaction of engineer-in-charge Including all cartage etc complete in all respects.200 mm i/d pipes
72.53
-
-
Providing, lowering, cutting & jointing salt glazed stone ware pipes and specials ISI marked as per IS: 651-2007 class Sp-1 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc., cutting of concrete beds and joints holes, supporting the pipes and specials, in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benching, haunching and envelopes are completed including jointing of pipes and specials in trenches, using cement sand mortar 1:1 and best spun Jute yarn as per IS:1887, finishing and trowelling of each joint at an angle of 45 degree with the longitudinal axes of pipe, watering, keeping the joint covered and wetted till the same are cured, testing the sewerage line for leakage and making all leakages and defects good as laid in the contract specification, chipping and finishing the cut surface to uniform finish to the entire satisfaction of engineer-in-charge Including all cartage etc complete in all respects.100mm i/d pipe
6
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-
Extra for Complicated floors
540
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-
Exacavation in trenches with straight or open cutting in strrets, lanes or in open area with 3D/JCB or excavator including manuaaly dressing bed, trimming sides & side slopes for sewers ans manholes to full depths as shown in drawings, including, dressing to correct sections and dewatering, provsion for diversion for traffic/protection of existing sevices i.e telephone cables, electric lines, water supply lines & gas lines etc, night signals, profiles, pegs, site rails, boning rods, watching etc, fixing & maintenance of caution board, fencing, refilling trenches, watering, ramming & restoration of surface to orignal level & removal of surplus spoil from the site of works, upto one chain (15mtr) compelete in all respcts
41328
-
-
Exacavation in trenches with straight or open cutting in strrets, lanes or in open area with 3D/JCB or excavator including manuaaly dressing bed, trimming sides & side slopes for sewers ans manholes to full depths as shown in drawings, including, dressing to correct sections and dewatering, provsion for diversion for traffic/protection of existing sevices i.e telephone cables, electric lines, water supply lines & gas lines etc, night signals, profiles, pegs, site rails, boning rods, watching etc, fixing & maintenance of caution board, fencing, refilling trenches, watering, ramming & restoration of surface to orignal level & removal of surplus spoil from the site of works, upto one chain (15mtr) compelete in all respcts-For depth not exceeding 3 m B.G.L
8.1
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-
Exacavation in trenches with straight or open cutting in strrets, lanes or in open area with 3D/JCB or excavator including manuaaly dressing bed, trimming sides & side slopes for sewers ans manholes to full depths as shown in drawings, including, dressing to correct sections and dewatering, provsion for diversion for traffic/protection of existing sevices i.e telephone cables, electric lines, water supply lines & gas lines etc, night signals, profiles, pegs, site rails, boning rods, watching etc, fixing & maintenance of caution board, fencing, refilling trenches, watering, ramming & restoration of surface to orignal level & removal of surplus spoil from the site of works, upto one chain (15mtr) compelete in all respcts-For all classes of soil except Rocky
3950.8
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-
Carriage of coarse sand & bajri 0-6km
174
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-
Carriage of coarse sand & bajri 6-40km
174
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-
Carriage of coarse sand & bajri 41-60km
174
-
-
Carriage of coarse sand & bajri 61-150km
174
-
-
Carriage of coarse sand & bajri 151-242km
174
-
-
Carriage of fine sand 0 km to 6km
200
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-
Carriage of fine sand 6-40KM
200
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-
Carriage of fine sand 41-60 KM
200
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-
Carriage of fine sand 61-70km
200
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-
Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:2 (1 cement : 2 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete.
For pipes 100 to 250 mm Diametre
200
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-
Providing & fixing timbering on face of trenches if required for sewers and manholes for item no. 29.4 & 29.5 irrespective of the depth , measuring each timbered surface of trench on which timbering is doneFor trench having width up to 1.0 meter
3950
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-
Providing & fixing timbering on face of trenches if required for sewers and manholes for item no. 29.4 & 29.5 irrespective of the depth , measuring each timbered surface of trench on which timbering is doneFor trench having width up to 1.0 meter to 2 Mtr.
3950
-
-
Extra for disposal of surplus spoils/ earth earth if any beyond 15 metre as covered in item No. 29.1 to 29.5
398
-
-
Providingand laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS1239) B Class, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete 15mm i/d
800
-
-
Providingand laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS1239) B Class, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete 20mm i/d
800
-
-
Providingand laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS1239) B Class, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete 25mm i/d
800
-
-
Providingand laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS1239) B Class, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete 50mm i/d
800
-
-
Providingand laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS1239) B Class, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete 100mm i/d
800
-
-
loading /unloading of malba
5000
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-
Providing and laying 100 mm thick factory made cement concrete interlocking Paving blocks of M
50 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 63-2014 and of approved size and design / shape laid in Ordinary Grey Colour and pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in
Charge
2500
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-
Provind lowering precast concrete NP-2 plain end pipes and collar with reinforcement, in trenches to correct gradient and alighnment, cutting of reinforcement cement concrete plain end pipes. Stringing in trenches, joining end and fixing collar with cement mortor 1:2 as per IS 458:2003 into trenches for all depths and laying out same to correct alignment, gradients,levels etc. complete in all repects. RCC Pipe NP-2(150mm).
150
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-
Taking out existing CC interlocking paver blocks from footpath/ central verge/pavement, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in
Charge.
2500
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-
Supplying, Fitting and Placing un coated HYSD bar Reinforcement in Foundation complete as perDrawingandTechnical Specifications.
27.01
-
-
Any Other Items
1
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