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Tender For Plastic Waste Management - Kalas Kalan, ludhiana-Punjab

Water Supply And Sanitation Department-WSSD has published Tender For Plastic Waste Management - Kalas Kalan. Submission Date for this Tender is 21-06-2023. Waste Disposal Services Tenders in ludhiana Punjab. Bidders can get complete Tender details and download the document.




Tender Notice

37001532
Corrigendum : Tender For Plastic Waste Management - Kalas Kalan
Open Tender
Indian
Punjab
ludhiana
21-06-2023

Tender Details

Plastic Waste Management - Kalas Kalan Construction Of Plastic Waste Management Unit / Material Recovery Facility Along With Other Contigent Works Thereto For Village- Kalas Kalan, Block - Ludhiana-Ii, Distt. Ludhiana Punjab. ( Appx. Internal Size ( 12.40 Mt X 7.50 Mt. )

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 03-Apr-2023 Corrigendum1 Date 10-04-2023
2 10-Apr-2023 Corrigendum2 Date 17-04-2023
3 17-Apr-2023 Corrigendum3 Date 24-04-2023
4 24-Apr-2023 Corrigendum 4 Date 02-05-2023
5 02-May-2023 Corrigendum5 Date 09-05-2023
6 09-May-2023 Corrigendum6 Date 16-05-2023
7 16-May-2023 Corrigendum7 Date 24-05-2023
8 24-May-2023 Corrigendum8 Date 31-05-2023
9 31-May-2023 Corrigendum9 Date 07-06-2023
10 07-Jun-2023 Corrigendum10 Date 14-06-2023
11 14-Jun-2023 Corrigendum11 Date 21-06-2023

Key Value

Document Fees
INR 1000 /-
EMD
INR 19491.0 /-
Tender Value
Refer document

BOQ Items

NAME OF WORK: CONSTRUCTION OF PLASTIC WASTE MANAGEMENT UNIT / MATERIAL RECOVERY FACILITY ALONG WITH OTHER CONTIGENT WORKS THERETO FOR VILLAGE- KALAS KALAN, BLOCK - LUDHIANA-II, DISTT. LUDHIANA PUNJAB.(appx. Internal size (12.40 mt x 7.50 mt.)
Sl. No. Item Description
1Civil Work
2Excavation in Soil (any type) 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.
3Cement concrete 1:5:10 with 40 mm stone ballast using concrete mixing volumetric type
4Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
5PCC
6Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels.
7Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
8Slabs
9Damp proof course 4cm thick of cement concrete 1:2:4 with 2 coats of bitumen 20/30 penetration at 1.65 Kg per sqm laid hot and sanded
10First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth.
11First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level.
12115 mm thick brick wall with every fourth course laid in 1:4 cement mortar in superstructure
13Reinforced 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.
14Reinforced 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 superstructure.
1512.50 mm Cement Plaster 1:5 on walls
1612.50 mm Cement Plaster 1:4 on walls
17Providing and laying 60 mm thick factory made cement concrete interlocking Paving blocks of M- 35 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.
18Supplying and fixing rolling shutters, of approved make, made of 80mmx1.25mm, M.S. Laths, interlocked together through their entire length and jointed together, at the end, by end locks, mounted on specially designed pipe shaft, with brackets, side guides, 27.5cm long wire spring grade No. 2 and arrangement for inside and outside locking with push and pull operation complete, including top cover 0.80mm thick (payment is to be made for the exact size of opening where rolling shutter is to be fixed)
19Providing and fixing 14 gauge MS sheet garage doors with 40mmx40mmx6mm angle iron frame with diagonal braces 3.15mm gusset plates including locking arrangement with handles etc.complete in respects
20Toilet Door
21Providing and fixing M.S. angle iron 40x40x6mm chowkhat including iron hold fasts butt hinges fixed in position, finished with red lead non setting primer complete in all respect
22Single rebate (40 x40 x 6 mm) @ 3.50 kg/mt
23Providing & Fixing of 10 gauge welded mesh of 25mm x 25mm size fixed on steel glazing with MS flat 20mm x 6mm beading complete in all respect including painting two coats with Synthetic Enamel Paint and Priming Coat
24Providing fixing, welding 45mm x 6mm @ 2.08 kg /mt Flat section on windows to support weldmesh in grid pattern of 600 x 600 mm. Complete job
25Cold 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
26Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5- 7 microns epoxy primer on both side of the sheet and polyester top coat 15­18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
270.60 mm (+ 0.05 %) thick
28Earth filling with good quality earth obtained from outside the plinth including compensation of earth, loading, unloading, carriage from outside the premises to site of work, spreading, laying watering compacting with rammer complete as per specifications.
29(filling considered above road level as per site conditions)
30(Ramp area )
31Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar up to 40% excavated from foundation and taken only from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead up to 30 metres
32Area of 40% earth excavation
33Base coarse of floor consisting of 100 mm thick cement concrete 1:8:16 with stone aggreate 40 mm gauge and 100 mm sand filling.(using mechanical mixer for mixing of material)
34white wash ( 3 coats)
35Qty. same as Inner Plaster
36Outer Area
37Preparation of plastered surfaces for distempering including surface, applying filling with approved quality filler consisting of plaster of paris and chalk mitti including finishing the surface to the required finish complete
38Finishing walls with exterior decorative cement based paints as snowcem, Robbicem etc. on new work two coats to give an even shade.
39Applying priming coat with metal primer on new steel or iron work including preparation of surface.(door , windows, weldmesh , angle frames, trusses , purlins, rolling shutters etc.)
40Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood works, metallic or plastered, concrete surface to give an even shade.
41Structural steel work in angles, tees, flats, riveted, including cutting, fixing all gusset plates, bolts, nuts, rivets etc. with hoisting and erecting in position.
42For roof truss, well curbs, plate girders etc.of any span for building for bridges upto 15M span
43Public health works
44Providing, 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 45degree 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, hipping and finishing the cut surface to uniform finish to the entire satisfaction of engineer-in-charge Including all cartage etc.complete in all respect.
45100 mm internal diameter of sewer.
46Excavation in trenches with Straight or Open cutting in streets, lanes or in open area with 3D/ JCB or excavator including manually dressing bed, trimming sides and side slopes for sewers and manholes to full depths as shown in drawings, including dressing to correct sections and dewatering, provision for diversion for traffic, protection of existing services i.e. telephone cables, electric lines, water supply lines, gas lines etc. night signals, profiles, pegs, sight rails, boning rods, watching etc. fixing and maintenance of caution boards, fencing, refilling trenches, watering, ramming and restoration of surface to original level and removal of surplus spoil from the site of works, upto one chain (15m) complete in all respect.
47Depth not exceeding 3 m. BGL
48All kinds of soil except rocky
49100 mm SWP (2x0.60x1)
50Cement concrete 1:6:12 with brick ballast 40mm gauge 2 X 0.085
51Construction of brick masonry inspection chambers size as given below upto 0.60 metre average depth in 1:5 cement sand mortar, C.C.1:4:8 ( 150mm thick) in foundation, cement concrete 1:2:4 benching 12.50mm thick cement plaster 1:2 with a floating coat of 1mm thick of neat cement, R.C.C. 1:2:4 slabs 100mm thick cement concrete topping 50mm thick with 455mm x 455mm, 455mm x 610mm inside R.C.C. inspection chamber cover and frame (Weight as per I.S.I specifications) painted with 3 coats of black bitumastic paint conforming to I.S.I complete as per standard design.-
52Size 450mm x 450mm inside with RCC 455mm x 455mm cover and frame light duty double seal
53Providing and fixing in position gully traps fixed in cement concrete 1:4:8 complete with Grating 150mm x 150mm, cover and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm and chamber including cost of all bricks work in cement morter 1:5 cement concrete 1:2:4 in coping around cover and frame etc. as per standard design minimum depth of water should be 150 mm with a minimum seal 50mm.
54100mm internal Dia mtr SW gully trap with HCI grating and cast iron covered waieighing approximately 7.26 KG and frame clear opening 300X300mm and our of site size 330mmX330mm
55Construction of SEPTIC TANK mearuing 1.25 x 1.0 x 1.30 mt depth including RCC in bed , RCC roof slab, Providing anf fixing RCC mnhole cover 450 mm 450 mm & frame light duty , cement plaster inside , vent pipe with cowl etc.Complete in all respect. (as per drawing and design)
56Construction of SOAK PIT mearuing 2.85 MT ( internal dia), 3.00 mt depth, excavation, brick walls, boulders , filling, percolation, boring (3.00) mt etc.owl etc.Complete in all respect. (As per standard drawing and design)
57Providing, laying , jointing , fixing and testing GI pipes (as per IS 1239) B- CLASS premium such as including cost of specials ( such as tees, bends , socktes elbows etc) painting with anti corrosive bitumatic paint,cutting , threading and testing in trenches in the ground complete including excavation with 1 mt depth .Complete in all respect
5820 mm i/d
59Making connection with existing GI branch main upto 40 mm size pipe including cutting of existing pipe line, threading of pipe line from bioth ends and fixing of GI tee etc. in the pipe line ( including cost of GI TEE). Complete in all respect
60Providing, laying , jointing , fixing and testing ISI marked GI pipe (as per IS 1239) B- CLASS including cost of specials (such as tees, sockets, elbows, bends etc) painting with anti corrosive bitumatic paint, testing, cutting, threading inside building complete
6115 mm i/d
62Providing & Fixing and jointing GI union couplings of approved maked with the approval of EIC as per IS 1879 in GI pipe lines complete in all respects.
6315 mm i/d
6420 mm i/d
65Providing, fixing and jointing Brass Ball valves screwed with SS/BRASS ball & spindle & Teflon seats, on G.I. Pipe lines including all carriages complete.
6615 mm i/d
6720 mm i/d
68Cutting holes up to 23 cm square through B.B. in cement walls or stone masonary walls in cement for pipes and making goods the same and finishing accoridng to existing finish where required.
69Through wall 11.43 cm thick
70Through wall 22.86 cm thick
71Cutting chase in brick walls in cement or in floor for embedding G.I. or C.I pipes lines and making good the same to its original condition.
72Size 75 mm x 75 mm
73Size 150 mm x 150 mm
74Cutting holes upto 23 cm square for pipes in flooring and roofs of bricks , tiles with lime concrete or cement concrete and making good the same and finishing according to existing finish where required.
7511.50 cm thick ness of floor or roof.
76Providing and Fixing Iron Holder Bats
7720mm/15mm o/d Pipe line
78Providing and fixing in position Chinaware indian orisa water closet 350-400 mm of approved make ( to the approval of the Engineer-in-charge) consisting of 10 ltr. PVC flushing cistern inlcuding cost of PVC long bend 32 mm dia complete in all respect and to the entire satisfaction of engineer in Charge.( baby friendly water closet)
79Providing and fixing in position vitreous chinaware white lavatory suites of approved make (to the approval of Engineer-in-charge) consisting of C.P. brass waste 32mm dia with one C.P. brass pillar tap including Rack Bolt Screw Pair 115mm long complete in all respect. Size 450mm x 300mm
80Providing and fixing in position stainless steel sinks of approved make (to the approval of Engineer-in- charge) 1mm thick,grade-304 (18/8) with waste coupling complete in all respect.
81Rectangular Sink with Deluxe Border Single Bowl Overall Size 555 mm x 475mm x 200 mm
82Providing and fixing P.V.C Waste Pipe Collapsiable 32mm complete in all respect
83Providing & placing in position on terrace (at all floor levels) HDPE water storage tanks of approved make (to the approval of Engineer -in-charge) with cover with suitable locking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fittings and base support for tank - Double Layer Tanks
84Providing and fixing in position automatic brass Ball Cock in tanks.
85Brass Ball Cock with rod and Plastic Ball. 20mm i/d
86Providing and fixing in position G.I. Tank Nipple of approved make (to the approval of Engineer-in-charge) in PVC Water storage tanks complete in all respect.
87G.I. tank nipple 20 mm i/d
88Providing & Fixing in position C.P. Brass flange Dome of approved make (to the approval of Engineer-in-charge ) under various fixtures complete in all respect.
89Providing & Fixing in postion CP brass extension piece 25mm long to 50mm long of approved make (to the approval of engineer in charge) with various fixture complete in all respect
90Providing & Fixing in postion C.I.bib cock as per IS:210 with stainless steel spindle of approved make (to the approval of Engineer-incharge) complete in all respect.
9115mm i/d
92Providing & Fixing in postion stop cock /Angle valve of approved make (as approved by the Engineer-in-charge). Complete in all repect
93CP brass 15mm Stop cock male & female end
94Providing & fixing in position PVC Flexible tube connection of approved make (as approved by the Engineer-in-charge). Complete in all repect size PVC tube connection of size 15 mm x 375 mm with PTMT nut
95Providing and fixing in position SWR UPVC soil waste vent or antisyphonage pipes as per IS -13592 of approved make (to the approval of Engineer-in-charge)including cutting, jointing, wastage, but excluding cost of lead jointing.
96Type B
97110 mm o/d SWR UPVC pipe line laid complete
9890 mm o/d SWR UPVC pipe line laid complete
99Providing and fixing in position SWR UPVC specials for soil waste vent or anti syphonage pipes as per as per IS - 14735 of approved make (to the approval of Engineer-in- charge) including cutting and wastage etc. cutting holes in walls roofs or floors etc. and making good to its original condition but excluding cost of lead joining.
100For 110 mm o/d pipes
101Single Tee
102Elbow 90 Degree (All side socketed)
103Coupler
104Vent Cowls
105P Trap/Floor Trap 110mm x 110mm
106Nahani trap without jali 110mmx90mm
107For 90 mm o/d pipes
108Single Tee
109Coupler
110Elbow 90 degree (all side socket)
111Providing and fixing in position SS Grating with frame of approved make (to the approval of engineer in charge) complete in all respects
112Electrical works
113Electrical wiring and Connections with switches and sockets
114Exhaust fans.Complete job including wiring, regulators and fixing arrangments etc
115Ceiling fans. Complete job including wiring, regulators and fixing arrangments etc
116Electrical LED Lamps of 12 watt . Complete job inlcuding wiring, fixing, switches, labour charges etc.
117Folding M. S. Table measuring 1.80 x 1.20 x 0.80 made out of 40 x 40 ms pipe section duly fixed with good quality wooden panels as per standard design. Complete job including paint polish, footrest, table top made out of wood members.
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