Water Supply And Sanitation Department Tender
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Water Supply And Sanitation Department - WSS Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date20 Jun 2023
Closing Date10 Jul 2023
Tender AmountRefer Documents
Costs
EMD
₹ 15,15,000Document Cost
₹ 1,000Tender Fee
₹ 5,900
Summary
Chhatbir Zoo
Description
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Contact
Tender Id
2023_WSS_104373_1Bid Award Id
ViewTender No
4949-50 dt 16.06.2023Tender Authority
Water Supply And Sanitation Department ViewPurchaser Address
-Website
http://https://dwss.punjab.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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For depth not exceeding 3.0 Mtr
15888
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For depth exceeding 3.0 Mtr but not exceeding 4.5 Mt.
3429
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Providing & fixing timbering on face of trenches if required for sewers and manholes irrespective of the depth, measuring each timbered surface of trench on which timbering is done
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For trench having width up to 1.0 meter
6682
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For trench having width above 1.0 meter up to 2.0 meter
21131
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Extra for filling earth in 15 cm layers and compaction. @40% of excavation in trench
8270
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Cement Concrete 1:6:12 with 40mm gauge stone aggregate. Including for using voluemetric type Concrete mixer as per IS -1791
391
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Providing and filling sand grading as per specifications or fine grade around the various sizes of G.I./Upvc pipes in external work
381.6
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Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003 class-SN-8 marked make Supreme, Finolex, Kissan, Jain, Prince or equivalent good on them and laying the same in trenches to correct alignment and gradients, cutting and jointing, testing for water tightness and making good the leakages and defects including cost of specials (Specials and Solvent should be of same make as that of pipes) complete in all respects. ( including connecting pipes with maots/ponds)
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160mm o/d pipe
1252
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200mm o/d pipe
2582
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250mm o/d pipe
157
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Providing, lowering, in trenches to correct gradient and alignments ,joining with tytone rubber joint and cutting of RCC S&S pipes having inside HDPE lining ISI marked as per ISI 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints hole ,supporting the pipes & specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benching, haunches and envelops are completed. Pipe shall rest on the beds at all joints through their lengths and to ensure this, testing the pipe for leakage and making good the same leakage & all defects to the entire satisfaction of the engineer- in- charge including all cartage etc. complete in all respects
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RCC pipes with inside HDPE linning Class NP3
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400 mmi/d. pipes
2358
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500 mm i/d pipes
669
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Extra for providing 1:2 cement sand mortar on tytone rubber joint of RCC pipes having sockets extended out of barrel, in trenches including facing trowelling and finishing the joints at the angle of 45 degree with faces of socket keeping joints wet till cured, testing the pipe joints for leakproof and making good all leakage and defects as per specifications.
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NP1 &NP2 and P1 S/S Joints pipes having internal diameter
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400 mmi/d. pipes
943
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500 mm i/d pipes
268
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Constructing brick masonry manhole in cement mortar 1:5 ( 1 cement : 5 coarse sand ) R.C.C. top slab 20cm thick using M-20 mix by using mixer and vibrator, TMT Fe500 @ 80.00 kg/per cum, foundation concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, Orange coloured PVC steps including RCC cover with frame complete as per standard design complete in all respects.
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Cement concrete 1:4:8 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type
129.44
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First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth
824.49
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Cement concrete 1:2:4 mixing by mechanical means using concrete mixer volumetric type
49.05
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Floating coat of 1:5mm thick neat cement laid in one operation to the topping
273.06
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12.5 mm thick cement plaster 1:3
2292.45
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Cement rendering on plaster 1mm thick
2292.45
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Reinforced cement concrete M-20 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.
96.69
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Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
273.06
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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 minimum cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded 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 aggregate) complete as per design.
1733
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Providing & fixing 560 mm internal diametre 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) 560mm i/d RCC man hole cover with frame as per ISI
A) Medium duty
207
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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
77.35
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Constructing RCC Screen chamber measuring 3.25 x 1.50 x 5.00 mt (internal) in cement mortar 1:5 ( 1 cement : 5 coarse sand) MS Frame over top of the chamber with mesh made out of 12 x 12 mm thick MS square bars having sliding arrangement to open the chamber from both sides ,Complete job including foundation, concrete 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement: 3 coarse sand) finished with floating coat of neat cement and making 40mm thick benching in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement, stainless steel screen bars 2.00 x 1.50 mt & 2.0 x 1.00 mt having slot size not more than 20mm in width, sliding pulley arrangement to remove sludge from the chamber, Orange coloured PVC steps including RCC perforated platform at intermediate level during maintenance work and 1.00 mt height M S pipe railing all around the chamber. Complete as per standard design complete in all respects.
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Near outlet junction of Hippos, Elephant , Rhinoes, Tigers and other animals ponds/moats
4
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Providing & fixing C.I/D.I Flanged end, stemof 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).
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Class PN-1.6 as per ISI
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Near outlet point of Hippos, elephants and large mamals ponds/moats
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400 mm dia
10
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Near outlet point of small ponds /moats of small animals in complex 1 to 10
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200 mm dia
18
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Near outlet point of residential area
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150 mm dia
2
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Providing, fixing and jointing Cast Iron surface box for Sluice valve, Air valve, Fire hydrant etc. including all carriages complete.
990
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Construction of masonary Sluice Valve Chamber excluding Sluice valve cover as per standard design & drawings of public health department.
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Size 0.9 m. x 0.9 m.
30
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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 rain etc. complete. (For residential and administrative area) Sewer connections 100 mm id to 150 mm i/d
65
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Dismantling of mettalic road with bituminous course 50mm to 75 mm thick CC 1:8:16 and making good the same to its original condition. Complete in all respect as per instructions / directions issued by EIC
832
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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 and refixing of Interlocking Tile 80 mm thick factory made cement concrete interlocking Paving blocks of M- 40 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. Complete as per directions of engineer-in- Charge. (with average max .1.00 mt width cutting)
2077
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Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials and disposal of unserviceable materials within 100 m. as desired by Engineer-in-Charge. (Dismantled during execution)
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150mm o/d pipe
200
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200mm o/d pipe
175
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250mm o/d pipe
75
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350mm o/d pipe
75
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Dismantling of manhole chamber including R.C.C. top slab, C.I. cover with frame including stacking of useful materials near the site including disposal of unserviceable material within 100 m. as desired by Engineerin- charge.
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Rectangular manhole 90x150 cm and 45 cm deep
10
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Carriage of Material such as sand (Lead beyond 5 KM)
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Crushed Bajri 12.0/13.2mm Type "A"
637.59
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Coarse sand
463.77
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Fine Sand
156.12
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Add Carriage for Cement
21.49
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Add difference for Bricks
395.76
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Add difference for steel
77.35
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Supplying & Errction of RCC Vent Shaft 9.10 Mt. high including bedding Complete in all respect
2
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SEWERAGE TREATMENT PLANT
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Planning, Designing, Supplying, Errection, Testing & Commissioning of Sewage Treatment Plant including MPS, if required as per design of 2.35 MLD capacity (2350 KLD) based on Suitable technology such as AERATED LAGOON / SBR / MBBR / MBR/LAMELLA clariifier/CSF or equivalent subject to technical approval by the technical committee of Department of Water Supply & Sanitation, Punjab as well as latest Guidelines/Norms of Punjab Pollution Control Board/ NGT including cost of all Civil structures, Mechanical units & Electrical units (Inlet & Outlet Sump). Cost includes all kind of consumable, chemicals and water analysis required for Errection, Testing & Commissioning of Sewage Treatment Plant Complete Job
2.35
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Operation and Maintenance for Sewerage Treatment Plant (STP). The cost of operation & maintenance includes manpower, consumables & general repair i.e.(civil, mechanical, electrical & instrumentation, pumping machinery etc.). .Complete job
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Ist year
1
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2nd year
1
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3rd year
1
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4th year
1
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5th year
1
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PART-B
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Operation and Maintenance for Sewerage Network System (Excluding STP Plant ). The cost of operation & maintenance includes manpower, consumables & general repair i.e.(pipeline, repair of grabbucket/ jetting machine civil structures etc. ). .Complete job
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Ist year
1
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2nd year
1
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3rd year
1
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4th year
1
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5th year
1
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PART- B FOR STP(2.35 MLD )(PART-B-I)
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Credit of Sludge
1
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Evaluation Notes How It Works ?
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