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Tender For Revised Bid Document For Construction Of Plastic Waste Management Unit/Material Recovery Facility For Village Wadala Granthian Block Qadian District Gurdaspur, Gurdaspur-Punjab

Water Supply And Sanitation Department-WSSD has published Tender For Revised Bid Document For Construction Of Plastic Waste Management Unit/Material Recovery Facility For Village Wadala Granthian Block Qadian District Gurdaspur. Submission Date for this Tender is 12-04-2023. Waste Disposal Services Tenders in Gurdaspur Punjab. Bidders can get complete Tender details and download the document.




Tender Notice

37004811
Corrigendum : Tender For Revised Bid Document For Construction Of Plastic Waste Management Unit/Material Recovery Facility For Village Wadala Granthian Block Qadian District Gurdaspur
Open Tender
Indian
Punjab
Gurdaspur
12-04-2023

Tender Details

Dnit For The Construction Of Plastic Waste Management Unit / Material Recovery Facility For Village Wadla Granthian, Block Qadian, District Gurdaspur. ( Under Head 4215-02-102-02-05-53 ( Css / Ss ) And 4215-02-789-01-05-53 ( Css / Ss ) )

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 05-Apr-2023 corrigendum1 Date 12-04-2023

Key Value

Document Fees
INR 500 /-
EMD
INR 19998.0 /-
Tender Value
INR 9.99 Lakhs /-

BOQ Items

Name of Work: DNIT FOR THE CONSTRUCTION OF PLASTIC WASTE MANAGEMENT UNIT/MATERIAL RECOVERY FACILITY FOR VILLAGE WADLA GRANTHIAN, BLOCK QADIAN, DISTRICT GURDASPUR. (UNDER HEAD 4215-02-102-02-05-53(CSS/SS) AND 4215-02-789-01-05-53 (CSS/SS))
Sl. No. Item Description
1Excavation 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.
2Cement concrete 1:5:10 with 40 mm stone ballast using concrete mixing volumetric type
3Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) PCC
4Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels.
5Centring and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc. Slabs
6First class burnt brick work laid in cement sand mortar 1:6 in foundation and plinth.
7First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level.
8115mm thick brick wall in cement sand mortar 1:4 without reinforcement in superstructure
9Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator butexcluding steel reinforcement centring and shuttering in foundation and plinth.
10Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and vibrated by needle vibrator butexcluding steel reinforcement centring and shuttering in superstructure.
1112.5 mm Cement Plaster 1:5 on walls
1212.5 mm Cement Plaster 1:4 on walls
13Providing 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.
14Supplying 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)
15Providing 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 Record/office Door, Toilet Door
16Providing 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 Single rebate (40 x40 x 6 mm) @ 3.50 kg/mt
17Providing & 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
18Providing 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
19Cold 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
20Providing and fixing ( PPGL) precoated painted galvalume sheet roofing (size, shape and pitch of corrugation as approved by Engineer-in-charge) The end rib shall have anti cappillary groove and return leg. The steel sheet must be having yield strength of 550 MPa ( Fy= 550 MPa) metallic coated with Zinc- Aluminium alloy ( i.e. 55% Al, 43.4%Zinc, 1.6% Si-Zincalume) AZ150 ( Min. 150 bm/mm2 total on both sides), pre painted with super Durable Polyster XRW quality paint includes inorganic infrared reflective pigment. The sheet confirms to general requirement of AS/NZS 2728 type 4/ IS 15965 class 3 durability and gloss value of 25% -40%. should be supplied in single length upto 12 metre or as desired by Engineer-incharge. 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. 0.60 mm (+ 0.05 %) thick
21Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% taking outside the premises in 15 cm layers including ramming, watering and consolidated lead upto 1000 metres (filling considered above road level as per site conditions) (Ramp area )
22Earth 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 Area of 40% earth excavation
23Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm guage and 100mm fine sand filling using mechanical mixer for mixing of material white wash ( 3 coats)
24Qty. same as Inner Plaster
25Outer Area Preparation of wall putti 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
26Finishing walls with cement based water soluble exterior paint side such as as snowecem, robbiacem etc.
27Applying 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.)
28Painting 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.
29Structural steel work in angles, tees, flats, riveted, including cutting, fixing all gusset plates, bolts, nuts, rivets etc. with hoisting and erecting in position. For roof truss, well curbs, plate girders etc.of any span for building for bridges upto 15M span
30Public Health Works Providing,lowering,cutting&jointing saltGlazed Stone ware Pipes and Specials ISI marked as per IS 651-2007 class Sp-1 into Trenches for all depths and Laying out the sametocorrectalignment,Gradients,levelsetc.,cuttingof concrete beds and joints holes, supporting the pipes and specials, in correct position in a suitable rigidmanner while thesamearebeingjointedanduntilthesurrounding 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 finishingandtrowellingofeachjointatanangleof 45degreewiththelongitudinalaxesofpipe,watering, keeping the jointcovered and wetted tillthesame are cured, testing the sewerage line for leakage and making all leakages anddefects good as laid in the contract specification, hipping andfinishing the cut surface to uniform finish to the entire satisfaction of engineer-in-chargeIncluding all cartage etc.complete in all respect. 100 mm internal diameter of sewer.
31Excavation 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 and 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 respects. for depth not exceeding 3 mtr. BGL All kinds of soil except rocky 100 mm SWP (2x0.60x1)
32Cement concrete 1:6:12 with brick ballast 40mm gauge 2 X 0.085
33Construction 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.- Size 450mm x 450mm inside with RCC 455mm x 455mm cover and frame light duty double seal
34Providing 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. 100mm 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
35Construction of SEPTICTANK mearuing 1.25 x 1.0x 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)
36Construction of SOAK PIT mearuing 2.85 MT ( internal dia), 3.00 mt depth, excavation, brick walls, boulders , filling, percolation, boring (3.00) mtetc.owl etc.Complete in all respect. (As per standard drawing and design)
37Providing, laying , jointing , fixing and testing GI pipes ( as per IS 1239) B- CLASS premium such as (Jindal hisar) including cost of specials ( such as tees, elbows , bends , socktes elbows etc) painting with anti corrosive bitumatic paint,cutting , threading and testingin trenches in the ground complete including excavation with 1 mtdepth .Complete in all respect 20 mm i/d
38Making 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
39Providing, laying , jointing , fixing and testing GI pipes ( as per IS 1239) B- CLASS premium such as (Jindal hisar) including cost of specials ( such as tees, elbows , bends , cocktes elbows etc) painting with anti corrosive bitumatic paint,testing ,cutting , threading inside building complete 15 mm i/d
40Providing, fixing and jointing G.I Union Couplings(of approved make with the approval EIC) as per IS 1879 in G.I. Pipe lines complete in all respect. 20 mm i/d
4115 mm i/d
42Providing, fixing and jointing Brass Ball valves screwed with SS/BRASS ball & spindle & Teflon seats, on G.I. Pipe lines including all carriages complete. 20 mm i/d
4315 mm i/d
44Cutting holes up to 23 cm square through B.B. in cement walls or stone masonary walls in cement forpipes and making goods the same and finishing accoridng to existing finish where required. 11.43 cm thickness of walls
4522.86 cm thick ness of walls
46Cutting 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. Size 75 mm x 75 mm
47Size 150 mm x 150 mm
48Cutting 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. Through floor or roof 11.5 cm thick
49Providing and Fixing Iron Holder Bats 20mm/15mm o/d Pipe line
50Providing 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 inlcudingcost of PVC long bend 32 mm dia complete in all respect and to the entire satisfaction of engineer in Charge.( baby friendly water closet)
51Providing and fixing in position vitreouschinaware white lavatory suites of approvedmake (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. i) size 450mmx300mm
52Providing 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. Rectangular Sink with Deluxe Border Single Bowl Overall Size 555 mm x 475mm x 200 mm
53Providing and fixing P.V.C Waste Pipe Collapsiable 32mm complete in all respect
54Providing & 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
55Providing and fixing in position automatic brass Ball Cock in tanks. Brass Ball Cock with rod and Plastic Ball.20mm i/d
56Providing 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. G.I. tank nipple 20 mm i/d
57Providing & 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.
58Providing & Fixing in postion CP brass extension piece 25mm long to 100mm long of approved make (to the approval of engineer in charge) with various fixture complete in all respect (i) C.P Brass extension piece, 25mm long to 50mm long
59Providing & 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. 15mm i/d
60Providing& Fixinginpostionstopcock /Angle valve of approved make(as approved by the Engineer-in-charge). Complete in all repect CP brass 15mm Stop cock male & female end
61Providing&fixinginposition 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
62Providing 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. Type B 110 mm o/d SWR UPVC pipe line laid complete
6390 mm o/d SWR UPVC pipe line laid complete
64Providing 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. For 110 mm o/d pipes Single Tee
65Elbow 90 Degree (All side socketed)
66Coupler
67Vent Cowls
68P Trap/Floor Trap 110mm x 110mm
69Nahani trap without jali 110mmx90mm
70For 90 mm o/d pipes Single Tee
71Coupler
72Elbow 90 degree (all side socket)
73Providing and fixing in position SS Grating with frame of approved make (to the approval of engineer in charge) complete in all respects
74Electrical Works Electrical wiring and Connections with switches and sockets
75Exhaust fans.Complete job including wiring,regulators, and fixing arrangments etc
76Ceiling fans.Complete job including wiring,regulators, and fixing arrangments etc
77Electrical LED Lamps of 12 watt . Complete job inlcuding wiring , fixing, switches, labour chargesetc.
78Folding MS 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
79Providing & Installing Hydraulic Plastic Bailing Machine of Capacity 50 Tonne, Chamber size 700mm x 500mm x 1400mm, Bale size 700mm x 500mm x 650mm, weight of Bale 100-150 Kg, Cycle time per Bale 20-25 Minutes complete in all respect including electrical power plug, connections as per manufacturer requirements.
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