Drinking Water Supply and Sanitation Government Departments Closing in 2 days TDR #57901112

Tender For Construction Of Plastic Waste Management Unit/Material Recovery Facility In Village Maqsoodpur, Block Nadala, Distt. Kapurthala (Appx. Internal Size (10.00 Mt X 7.50 Mt)

Issued by Government Departments · Kapurthala, Punjab
Tender Value
9.60 Lakhs
Estimated cost
Bid Submission
19 Oct 2026
2 days left
EMD
19202
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Kapurthala → Punjab
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Construction Of Plastic Waste Management Unit/Material Recovery Facility In Village Maqsoodpur, Block Nadala, Distt. Kapurthala (Appx. Internal Size (10.00 Mt X 7.50 Mt)

BOQ

Name of Work:- Construction of Plastic Waste Management Unit/Material Recovery facility in Village Maqsoodpur, Block Nadala, Distt. Kapurthala (appx. Internal size (10.00 mt x 7.50 mt)
Sl. No. Item Description
1Sub Head-1 Civil Work including cost of Fabricated Shed
2Excavation in Soil (any type) using HydraulicExcavator CK 90 with hydraulic excavator of 0.9cum bucket capacity including cutting, trimming bottom and side slopes, in ccordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m.
3Cement concrete 1:5:10
4With stone aggregate 40mm gauge
5mixing by mechanical means using concrete mixer volumetric type
6Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering)
7Centering and shuttering for sides and soffits of beam, beams, launching girders, bressumers, lintels.
8Centering and shuttering for flat surfaces such as suspended floors, roofs, landings, chajjas, shelves etc.
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 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.
12115mm thick brick wall in cement sand mortar 1:4 without reinforcement 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.
1512.5 mm thick cement plaster 1:5
1612.5 mm thick cement plaster 1:4
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
22For Single rebate
23Providing & Fixing of 10 gauge welded mesh of 25mm x 25mm size fixed on steel glazing with MS flat 20mm x 6mm beeding 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 ( 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.
270.60 mm (+ 0.05 %) thick
28Earth filling
29Earth 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
30Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the building plinth in 15 cm layers including ramming, watering and consolidating lead upto 30 metres
31Base course of floor consisting of 100mm thick cement concrete 1:8:16 with stone aggregate 40mm gauge and 100 mm fine sand filling using mechanical mixer for mixing of material
32White washing (Three coat)
33Preparation 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
34Finishing walls with cement based water soluble exterior paint such as snowecem, robbiacem etc. on old work one coat to give an even shade
35Applying priming coat with metal primer on new steel or iron work including preparation of surface.
36Painting 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.
37Structural steel work in angles, tees, flats, riveted, including cutting, fixing all gusset plates, bolts, nuts, rivets etc. with hoisting and erecting in position.
38For roof truss, well curbs, plate girders etc. of any span for building for bridges upto 15M span
39Sub Head-2 Public heath works
40Providing, Laying, fixing & jointing of P.V.C. Pipes (Type -A) as per ISI-4985-2021 (ISI marked with the prior approval of Engineer-in-charge) along the Trenches and laying the same in Trenhes to correct alignment and gradients, cutting, jointing and testing complete as per specifications.For Less than 3 mtr street width Manual Excavation including specials
4163mm o/d pipe of 6 kgf. / sqcm
42Providing, 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 allrespects.
43100 mm i/d pipe
44Excavation 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.
45Depth not exceeding 3 m. BGL
46All kinds of soil except rocky
47Cement concrete 1:6:12 With brick ballast 40mm gauge mixing by manual means
48Construction 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.
49Size 450mm x 450mm inside with RCC 455mm x 455mm cover and frame light duty double seal
50Providing 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.
51100mm internal Diametre S.W.gully trap with H.C.I. grating and cast iron cover weighing approximately 7.26 kg. and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm
52Construction of SEPTIC TANK measruing 1.22 x 0.75 x 1.45 mt depth including RCC in bed, RCC roof slab, Providing and fixing RCC manhole 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)
53Making soak pit 1.0 m outer Diametre 3.0 metre deep 230mm thick 1:5 brick work honey comb with bricks of Ist Class and S.W. drain pipe 100 mm Diametre, 1.8 m long complete as per standard design.
54With F.P.S. bricks
55Providing and laying, jointing, fixing, testing ISI Marked G.I. Pipe (as per IS 1239) BClass, including cost of Specials such as tees, bends, sockets elbow etc., cutting, threading and testing in trenches in the ground complete.
5615mm i/d
5720 mm i/d
58Making connection with the existing G.I. branch main up to 40mm size pipe including cutting of existing pipe line, threading of pipe lines from both ends and fixing of G.I Tee etc. in the pipe line (including cost of G.I Tee) complete in all respects.
59Providing, 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.
6015 mm i/d
6120 mm i/d
62Providing, fixing and jointing Brass Ball valves screwed with SS/BRASS ball & spindle & Teflon seats, on G.I. Pipe lines including all carriages complete.
6315mm i/d Brass Ball valves
6420mm i/d Brass Ball valves
65Cutting holes upto 23cm square through B.B. in cement walls or stone masonary wall in cement for pipes, and making good the same & finishing according to existing finish where required.
66Through wall 11.43 cm thick
67Through wall 22.86 cm thick
68Cutting chase in brick walls in cement or in floor for embedding G.I. or C.I pipes line and making good the same to its original condition.
69Size 75 mm x 75 mm
70Size 150 mm x 150 mm
71Cutting holes upto 23cm square for pipes in flooring and roofs of bricks, tiles with lime concrete or cement concrete and making good the same & finishing according to existing finish where required.
72Through floor or roof 11.5cm thick
73Providing and Fixing Iron Holder Bats
7420mm/15mm o/d Pipe line
75Providing and fixing in position Chinaware Indian Orisa water closet size 580x440 mm of approved make (to the approval of the Engineer-in-charge) consisting of 10 ltr. PVC flushing cistern ISI makred including cost of PVC long bend 32 mm dia complete in all respect and to the entire satisfaction of Engineer-in-charge.
76Providing 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
77Size 450mmx300mm
78Providing 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.
79Rectangular Sink with Deluxe Border Single Bowl Overall Size 555 mm x 475mm x 200 mm
80Providing and fixing P.V.C Waste Pipe Collapsiable 32mm complete in all respect.
81Providing & placing in position on terrace (atall 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 flo pipes but without fittings and base support for tank.
82Double Layer Tanks
83Providing and fixing in position automatic brass Ball Cock in tanks.
84Brass Ball Cock with rod and Plastic Ball
8520mm 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 20mm 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 position C.P. Brass extension piece 25mm long to 100mm long of approved make (to the approval of Engineer-in-charge )with various fixturescomplete in all respect.
90C.P. Brass extension piece, 25mm long to 50mm long
91Providing & Fixing in postion C.I.bib cock as per IS:210 with stainless steel spindle of approved make (to the approval of Engineerin- charge ) complete in all respect.
9215mm i/d
93Providing & Fixing in postion stop cock / Angle valve of approved make (to the approval of Engineer-in-charge ) complete in all respect.
94C.P.brass 15mm stop cock Male and female end
95Providing & fixing in position PVC flexible tube connection of approved make (to the approval of Engineer-in-charge ) complete in all respect.
96PVC tube connection of size 15 mm x 375 mm with PTMT nut
97Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing.
98Single Socket Type B
99110mm o/d SWR UPVC pipe lines laid complete
10090mm o/d SWR UPVC pipe lines laid complete
101Providing and fixing in position SWR UPVC special for soil waste vent or anti syphonage pipes as per as per IS - 14735 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.
102For 110 mm o/d pipes
103Single Tee
104Elbow 90 Degree (All side socketed)
105Coupler
106Vent Cowls
107P Trap/Floor Trap 110mm x 110mm
108Nahani trap without jali 110mmx90mm
109For 90 mm o/d pipes
110Single Tee
111Coupler
112Elbow 90 degree (all side socket)
113Providing and fixing in position SS Grating with frame of approved make (to the approval of engineer in charge) complete in all respects.
114Provision for PLINTH PROTECTION
115Sub Head-3 Fire Extinguisher
116Providing and fixing of FIRE EXTINGUISHER, ABC Powder type (stored pressure) as per IS: 15683 complete with all accessories as per Manufactures Specification. ISI Mark complete in all respect.
1174 Kg. Capacity
118Providing and fixing of FIRE EXTINGUISHER, CO2 type as per IS: 15683 complete with all accessories as per Manufactures Specification. ISI Mark complete in all respect.
1194.5 Kg. Capacity
120Sub Head-4 Electrical works
121Electrical wiring and Connections with switches and sockets
122Exhaust fans.Complete job including wiring,regulators, and fixing arrangments etc
123Ceiling fans.Complete job including wiring,regulators, and fixing arrangments etc
124Electrical LED Lamps of 12 watt . Complete job inlcuding wiring , fixing, switches, labour charges etc.
125Folding 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 Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57901112
AUTHORITY Government Departments
TENDER VALUE 9.60 Lakhs
LAST DATE 19-10-2026
Authority
Authority Name Water Supply And Sanitation Department
Work Description Tender for Construction Of Plastic Waste Management Unit/Material Recovery Facility In Village Maqsoodpur, Block Nadala, Distt. Kapurthala (Appx. Internal Size (10.00 Mt X 7.50 Mt)
Basic Detail
Tender No Maqsoodpur/PlasticWaste
Bidding Type Tender
Location
City Kapurthala
State Punjab
Key Dates
Publish Date 07 Oct 2026
Submission Date 19 Oct 2026
Open Date 19 Oct 2026
Finance
Tender Value 9.60 Lakhs
Tender Fee 1000
EMD 19202
Exemption Not Available
Document List
1487047c-55a8-46d6-81a0-76c84fd3f573.html
BOQ_360535.xls
DNITMaqsoodpur.pdf
Drawings.pdf
Tendernotice_1.pdf

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Tender Timeline

Oct 07, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 19, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 2 days
Oct 19, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 2 days

Tender Documents

Download All (ZIP) ↓
html

1487047c-55a8-46d6-81a0-76c84fd3f573.html

xls

BOQ_360535.xls

pdf

DNITMaqsoodpur.pdf

pdf

Drawings.pdf

pdf

Tendernotice_1.pdf

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