Power Boards / Undertakings / PSU Closing in 6 days TDR #58028414

Tender For Work Of Addition/Alteration In Control Room Building To Accommodate Extension In Control Room At 220 Kv Sub-Station Dhanaula

Issued by Boards / Undertakings / PSU · Barnala, Punjab
Tender Value
18.59 Lakhs
Estimated cost
Bid Submission
28 Oct 2026
6 days left
EMD
37200
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Work Of Addition/Alteration In Control Room Building To Accommodate Extension In Control Room At 220 Kv Sub-Station Dhanaula

BOQ

Name of Work:- Work of Addition/alteration in Control room building to accommodate extension in control room at 220 KV Sub-station Dhanaula
Sl. No. Item Description
1Earth Work in Excavation in foundation trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches , stacking the excavated soil clear from edge of excavation and subsequent filling around masonary in 15 cm layers with compaction including disposal of all surplus soil as directed with in lead of 30 metres.
2Earth filling under floors with surplusordinary 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
3Dismantling brick work tile, masonry or tile lining-In cement
4Dismantling concrete-Reinforced cement concrete
5Scraping-Bricks dismantled from brick work in lime or cement.
6Removing doors and windows together with the dismantling of walls-Doors
7Removing doors and windows together with the dismantling of walls-Windows
8Shuttering for faces of concrete fdns and fdns. Beam & Plinth Beam.
9Centering and Shuttering for Columns
10Centring and shuttering for sides and soffits of beam, beams launchings girders bressumers, lintels
11Centring & shuttering for flat surfaces such as suspended floors, roofs landings etc.
12Cement concrete 1:8:16 With stone aggregate 40mm gauge (mixing by mechanical means using Concrete mixer volumetric type.
13Cement Concrete 1:6:12 with stone aggregates 40mm gauge(mixing by mechanical means using Concrete mixer volumetric type.
14Reinforced cement Concrete M-20 mechanically batch mixed IN Fdn/Plinth using batch type Concrete mixer as per IS:791 and vibrated by needle vibrator but excluding steel reinforcement centering and shuttering in foundation and plinth.
15Reinforced cement concrete M-20mechanically 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.
16Damp proof course 7.5 Cm thick cement concrete 1:2:4 with 2 coats of bitumen 20/30 penetration at 1.65 Kg per sqm laid hot and sanded
17First Class Burnt Brick Work laid in cement sand mortar 1:6 in Foundation and plinth.
18First class burnt brick work laid in cement sand mortar 1:5 in foundation and plinth
19First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level.
20First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth.
21Ist class burnt brick work laid in cement sand mortar 1:4 in 1st storey up to 4.00 mtr above plinth level.
22Extra for brick work done above 4.00 mtrs for every adition al ht of 2.00 mtrs. (Parapet )
23Terracing consisting of tiles 22.86x11.43x3.83 cm laid over 25mm mud plaster 7.5cm mud filling on another level of 25 mm mud plaster i/c 2-coats of bitumen laid hot @ 1.65 kg/sqmtr on top of RCC slab i/c grouting with cement sand mortar 1:4 & top surface to be left clean after wire brushiing.
24Top Khurra 0.6mx0.6m for rain water pipe in 25mm thick cement concrete 1:2:4 over 50.00 thick cement concrete 1:8:16
25Bottom Khura on ground 1.2m x 0.6m consisting of brick on edge in cement mortar 1:3 over 75 mm CC of 1:8:16 i/c 12.5 mm thk Cement plaster 1:3.
26CC gola 1:2:4 10 cm x 10 cm concave quardant along junction of roof with parapet finished smooth
27Providing and Fixing ceiling consisting of 12.5mm thick Gypsum Board of any size G.I. Cradling hanged from the ceiling by means of G.I. Hanger complete as per drawings,specifications and totheentire satisfaction of engineer-in- charge.
28Providing and fixing 110 mm dia . U.P.V.C Rainwater pipe of 2.5 kgf./sqm as per IS:4985 including jointing during masonary complete as per specifications and to the entire satisfaction of Engineer-in- charge. (If fixed on wall face clamp to be paid separatly as per respective item).
29P&F110 mm dia SWR UPVC bend for rain water pipe as per IS:14735.
30Water proofing treatment of Roof Slab with High performance cementitious two componentproduct, consisting of a powder component and an acrylic polymer using two coats ( Dr FixitRoofseal flex - Packaging Size: 12 .5 kg (7.5 kg powder + 5 kg polymer) / equivalent water proofing Solution ). The slurry thus formed by mixing the two, is to be applied on new roofs toforms a seamless, highly elastic, non-toxic waterproofing layer on the roof with a life expectancy of 7 years. The work shall be carriedout all complete as per specification a
31Base course of floor consisting of 100 mm thick CC 1:8:16 & 100 mm sand filling.
32Conglomerate floor 40 mm thick cement concrete topping 1:2:4 using mechanical mixer for mixing of material.
33Providing and laying Anti skid Ceramic floor tiles of size 300x300 mm x 10 mm thick of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on flooring skirting and dado in 12.5mm thick cement plaster 1:3 in base andjointed with @ 3.3 kg/sqm including pointing the joints with white cement and matching pigmentetc., completewhite cement slurry in joints including corners angles and beading.
34Providing and laying Double charged vitrified floor tiles indifferent sizes in light colour shades made using Soluble Salt Technology (thickness to be specified by the manufacturer) with water absorption’s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 fine sand), complete. ( Soluble salt Print Penetration should be up to 1 to 2 mm after the tiles are fired & polished ).-Size 600x600 mm
35Grouting the joints of flooring tiles having joints of 3 mm width, using 2mm to 3 mm gap usingspacers and later this gap to be filled with cement based grout ) with Cement base grout and matching pigments etc., complete, includingfilling / grouting and finishing complete as per direction of Engineer-in-charge.-Size 600x600 mm.
36Providing and fixing 1st quality ceramic glazed wall tiles Matt/Semi Matt/Glosy/Highly Gloss finish/Highlighter/emboss conforming to IS : 15622 (thickness to be specified by the manufacture of approved make in all colours, shades except burgundy, bottle green, black ofsize 600 x 300 mm as approved by Engineer-in- Charge in skirting, risers of steps and dados over12 mm thick bed of cement Mortar 1:4 (1 cement: 4 fine sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.
3712.5 mm thick cement plaster 1:5
3820mm thick cement plaster 1:5 in two coats work
39Plastering on underside of ceiling 10 mm thick Cp1:4
4020mm thick cement plaster in damp proof course 1:3 with two coats of bitumen at 1.65Kg. Per Sqm laid hot and sanded Vertical
41Preparation of plastred surface or concrete surface for painting PE (incluiding sand papering the surface ) using ready mixed cement based wall putty by applying 2-coats to get required finish.
42Finishing walls with acrylic smooth exterior paint of required shade with 2-coats applied @ 1.67 ltr/10 sqmtr over & incluiding base coat of water proofing cement paint applied @ 2.20 Kg / 10 sqm.
43Wall painting with Plastic emulsion paint of approved brand in two coats
44Cost of Aluminium fittings complete for doors, windows such as tower bolts, handless and screw etc. for these fittings (Excluding sliding bolt)(i)For shutter area below 0.50 sqm
45Cost of aluminum fittings complete for doors, windows such as tower bolts, handles,Stoppers and screw etc. for these fittings (Excluding sliding bolt)-For shutter area above 0.50 sqm
46Providing and fixing hydraulic door closer ISI mark with necessary screw etc. complete
47Providing and fixing aluminium work for doors,windows, ventilators & built up standard tubular sections & other sections 733 & IS 1285 of Jindal / equivalent make approved ny engg incharge fixed with rawl plugs & screws with fixing clips or with expansion hold fastners i/c necesasry fitting up to gap at junctions, top, bottom a7 sides reqiored PVC plugs Aluminiumsections shall be smooth rusat free straight & jointed mechanically complete as per architectural drawings & the directions of engineer incharge.-Fixed portion for chowkats
48Shutters of doors / windows/ cup Boards
49Providing and fixing 12mm thickprelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in paneling fixed in aluminum doors, windows shutters and partition frames withC.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer-In-Charge. Prelaminatedparticle board with decorativelamination on Both side.
50P&F glazing in aluminium doors windows ventilators shutters & partitions as per architectural drawings and the directions of engineer incharge -Float glass panes of 5 mm thickness
51Providing and fixing aluminum sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :-250mm x 16mm
52Cold Twisted deformed BarsFe500 for RCC works where not including in complete rate of RCC including bending ,binding and placing in position Complete.
53Providing Polyester Powder coating 50 micron any coloured specified to alumnum section of various sizes including carriage of material frommarket to workshop & workshop to site of work.
54CONCEALED IN WALL: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes as per IS 15778 (ISI marked with the prior approval of Engineer-in- Charge), having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing including jointing of pipes & fittings, with one step CPVC solvent cement and testing of pipes complete as per direction of Engineer-in-Charge.-SDR 11 CPVC pipes & fittings 20mmo/d
55CPVC SDR 11 Pipe & fitting 25mmo/d
56CPVC SDR 11 Pipe & fitting 32mmo/d
5720mm i/d G.I. Union
5825mm i/d G.I. Union
5932 mm i/d G.I. Union
60Providing, fixing and jointing Brass Ball valves screwed with SS/BRASS ball & spindle & Teflon seats, on G.I. Pipe lines including all carriages complete.-20mm i/d Brass Ball valves
6125mm i/d Brass Ball valves
62Making 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.
63Cutting 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 whererequired.-Through wall 22.86 cm thick
64Providing, laying in trenches to correct gradient and alignment and jointing of UPVC pipes having ISI specification IS:15328-2003class-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.-110mm o/d pipe
65Cutting 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.Through floor or roof 15.00cm thick
66Excavation manually in trenches with straight or open cutting in built up street/ lane having wall to wall width of street/ lane upto 3.0 metre, for intramural sullage drains, extramural intercepting drains and outfall drains, storm water channels and other work contingent or incident thereto, to full dimensions and depth as shown on the drawings or as shall be required by Engineerin- charge including dressing to correct sections and dimensions according to templates and levels, dewatering of rain water, diversion of traffic.-All classes of soil except rocky
67Providing & 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.560mm i/d RCC man hole cover with frame as per ISI-Heavy duty
68Construction of brick masonry inspection chambers size as given below upto 0.60metre 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 afloating coat of 1mm thick of neat cement, R.C.C. 1:2:4 slabs 100mm thick cement concrete topping 50mm thick with 455mm x455mm, 455mm x 610mm inside R.C.C. inspection chamber cover and frame (Weightas 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 RCC455mm x 455mm cover and frame light duty double seal
69Construction of brick masonry inspection chambers size as given below upto 0.60 metre average depth in 1:5 cement sandmortar, C.C.1:4:8 ( 150mm thick) infoundation, 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.-450mm x 600mm inside with 455mm x610mm cover and frame light dutydouble seal
70Extra for every 0.30 metre depth ofinspection chamber.-450mm x 600mm inside
71Providing and fixing in position Chinaware European type water closet P trap or S trapof approved make (to the approval of the Engineer-in-charge) consisting of 10 ltr. PVC flushing cistern ISI marked, PVC short bend 32 mm dia including cost of seat cover complete in all respect and to the entire satisfaction of Engineer-in-charge.
72Chinware white Indian make flat back or angular lipped front small urinals size 265x315x440mm approved make (to the approval of the Engineer-in-charge) with C.P. brass tube connection 300 mm longcomplete in all respect.
73Providing and fixing P.V.C Waste Pipe Collapsiable 32mm complete in all respect.
74Vitreous white Chinaware Partition-Small partitions size 69 x 16.5 x32.5 cm
75Providing and fixing PTMT 15 mm Urinal spreader of approved make (to the approval of Engineer-in-charge) size 95x69x100 mmwith 1/2\\" BSP thread and shapes, weighing not less than 60gms. complete in all respect.
76chinaware 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 RackBolt Screw Pair 115mm long complete in all respect.-Size 550 mm x 400 mm x 815 mm
77Providing and fixing vitreous chinawarepedestal of approved make (to the approval of Engineer-in-charge) for wash hand basin complete in all respect.-Vitreous chinaware standard whitepedestal for wash hand basin.
78Providing and fixing in position towel rails / ring of approved make (to the approval of Engineer-in-charge ) fixed in with rawl plugs embedded in walls with brass screws complete in all respect.-C.P. brass towel Rails size 15mm dia 610mm long
79Providing & Fixing in position 5mm thick bevelled edge mirror of superior glass (of approved make) complete with 4mm thick hard board backing fixed in with rawl plugs 50mm, C.P. brass screws and washers and S/S Studs on top complete in all respect (as required by the Engineer-in- Charge)-Size 600mmx450mm
80Providing & Fixing in postion 15 mm i/d bib cock of approved make (to the approval of Engineer-in-charge )complete in all respect.-C.P. brass Bib cock long nose/ long body foam flow without flange
81Providing & Fixing in postion stop cock / Angle valve of approved make (to the approval of Engineer-in-charge ) complete in all respect.-C.P.brass 15mm Angle valvewithout flange
82C.P.brass 20mm concealed stopcock with flange
83Providing & fixing in position PVC flexible tube connection of approved make (to the approval of Engineer-in-charge ) complete inall respect.-PVC tube connection of size 15mm x 450 mm with C.P. Brass nut
84C.P.brass 15mm Angle valvewithout flange
85Dismantling Sanitary fixtures such as Eurpoean/Indian/Orissa W.C., PVC / China ware cistern, Wash Hand Basin, Urinal Pot,Sinks and CP Fittings and disposal of dismantled material within a distance of 100Mtr. complete in all respect as required byEngineer-in-Charge.-Eurpoean/Indian/Orissa W.C.,
86Eurpoean/Indian/Orissa W.C.,
87Wash Hand Basin / Urinal Pot
88CP Bib Cock/Angle Cock/StopCock/Shower/Bottle Trap
89Dismantling of wall tiles at any floor of the building, laid in cement mortar including scraping of cement plaster and disposal of malba at a suitable place within a distance of100 Mtrs of the complex complete in all respect.
90Dismantling of floor tiles at any floor of the building, laid in cement mortar including dismantling of cement concrete base and disposal of malba at a suitable place within a distance of 100 Mtrs of the complex completein all respect.
91Providing & placing in position on terrace (at all floor levels) HDPE water storage tanks ofapproved make (to the approval of Engineer - in-charge) with cover with suitable locking arrangement and making necessary holes forinlet, outlet and over flo pipes but without fittings and base support for tank.-Triple Layer Tanks
92Providing 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 Diametre H.C.I. gullytrap with H.C.I. grating and cast ironcover weighing approximately 7.26 kg. and frame clear opening 300mm x 300mm and out of side size 330mm x 330mm
93Regrading terracing of mud plastercovered with tiles or bricks in cement by dismantling tiles or bricks, removing mud plaster, preparing the surface of mud plaster to proper, slope, relaying mud plaster Gobri leaping and tiles or bricks grouted in cement mortar 1:3 (1 cement and 3 fine sand) including replacing unserviceable tiles, or bricks with new over and disposal of unserviceable material to the dumping ground within 50m lead (The cost of new tiles or bricks excluded).
94Providing and fixing in position G.I. Tank Nipple of approved make (to the approval of Engineer-in-charge) in PVC Water storagetanks complete in all respect.-G.I. tank nipple 25mm i/d
95RECESSED PVC CONDUIT PIPE WIRING SYSTEM WITH MODULAR SWITCHES:-wiring fan point with fan box
96wiring light point
97Wiring call-bell point
98wiring 6 amp plug control
99wiring 16/20amp power plug control point
100Supply and erection of PVC insulated FR single core copper conductor cable suitable up to 1100 volts grade -overall size 1.5 sqmm
101overall size 2.5 sqmm
102overall size 4 sqmm
103Supply and erection of heavy gauge PVC conduit pipe 25mm dia on surface for wiring purposes including bend ,junction boxes, etc
104MCB Single Pole 0.5-4amp. (10kA, Curve- C)
105MCB Single Pole 6-32amp. (10kA, Curve-C)
106MCB Single Pole 50, 63amp. (10kA, Curve- C)
107SP&N Double Door Distribution Board 8 way each
108Supply and erection of Single phasecopper wound Automatic voltagestablizer of suitable capacityelectronically controlled circuit withinput voltage 140-260 volts single phase AC supply and output voltage 220 ± 5% volts single phase AC supply having main silicon core copper wound step up transformer with suitable nos. of turns on primary side and secondary side the transformer should be fully insulated inside the MS sheet box of suitable size. There should be power control relay and single pole MCB (C-curve, 10kA) of suitable capacity complete with internal copper wiring along with amp. meter and olt meter, high voltage cut off 280 volt input (240 volt output) and 90 voltmaximum boost and overloadingprotection to be provided:-Automatic Voltage Stablizer 5 KVA
109Non Scheduled Items
110P/F MS angle iron nosing of size 30x30x3 mm complete in all respects for indoor trench as per drawing.
111Providing and fixing of M.S. Cable racks made out of M.S. flat 75x6 mm or M.S. angle 40x40x5 mm complete in all respects as per drawing.
112Providing & Fixing MS Chequred plates of 5 mm thickness complete as per directions of Engineer-in-Charge
113P&F Wire guage to aluminium chowkhat with screws etc. complete in all respectas directed by engineer incharge.
114Supplying & Fixing of General purpose tube fitting of Crompton make on wall of 1X36 W T-5 (CFL).
115Providing & fixing ceilling fans standard make 1400mm sweep of cool breeze range with regulator Crompton Make.
116Supplying & Fixing exhaust fan 12'' sweep of Crompton or Havells make including louver
117Supplying & Fixing exhaust fan 18'' sweep of Crompton or Havells make including louver (Model T5JB1328EB) 1x28 W T-5.
118S/F Ceiling light of 2\\"x2\\"of crompton make 42 Watt( Model- CFFQ-11336 including Tube rods).
119Recovery of bricks dismantled
120Recovery of brick bats
121Recovery of steel scrap
122Recovery of aluminium scrap
123Extra for cost of brick tiles of size 22.86 cmx11.43 cmx3.81 cm at Distt.Barnala replaceable with unserviceable tiles.
124Disposal of malba including loading and disposing upto a lead of 5.0 KM complete as per satisfaction of engineer-in-charge
125Adjusted/Landing Rates (i/c the effect of extra carriage and difference of quarry rates wherever applicable)
126cement
127Steel
128Fine sand
129Coarse aggregate 13.2/12mm
130Coarse aggregate 11.2/10mm
131Coarse sand
132Stone metal 40mm
133Bricks
134Tiles Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58028414
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 18.59 Lakhs
LAST DATE 28-10-2026
Authority
Authority Name Punjab State Transmission Corporation Limited
Work Description Tender for Work Of Addition/Alteration In Control Room Building To Accommodate Extension In Control Room At 220 Kv Sub-Station Dhanaula
Basic Detail
Tender No 31/2026-27
Bidding Type Tender
Location
City Barnala
State Punjab
Key Dates
Publish Date 14 Oct 2026
Submission Date 28 Oct 2026
Open Date 29 Oct 2026
Finance
Tender Value 18.59 Lakhs
Tender Fee Ref. Documents
EMD 37200
Exemption Available
Document List
1MainpageCRDhanaula.pdf
2TandCCRDhanaula.pdf
3techspec.pdf
4c7404de-78c2-40c4-ba0a-c55a584c6f65.html
APPPROVEDDNITCRDhanaula.pdf
BOQ_362020.xls
Tendernotice_1.pdf

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Tender Timeline

Oct 14, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 28, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 6 days
Oct 29, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 7 days

Tender Documents

Download All (ZIP) ↓
pdf

1MainpageCRDhanaula.pdf

pdf

2TandCCRDhanaula.pdf

pdf

3techspec.pdf

html

4c7404de-78c2-40c4-ba0a-c55a584c6f65.html

pdf

APPPROVEDDNITCRDhanaula.pdf

xls

BOQ_362020.xls

pdf

Tendernotice_1.pdf

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