Indian Tenders

Tender Notice

TDR 54647271
Tendering Authority Local Self Government Department
Tender No MCP/2026/554-558/02
Tender ID 2026_DLG_162895_1
Tender Brief Corrigendum : Tender For Construction Of Shed And Room In Shamshanghatt Rasuplur Saida 2 Est Cost Rs 6.39 Lacs
City Patiala
State Punjab
Document Fees INR 500 /-
EMD INR 12780.0 /-
Tender Value INR 6.39 Lakhs /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for Construction Of Shed And Room In Shamshanghatt Rasuplur Saida 2 Est Cost Rs 6.39 Lacs

Corrigendum Details

Sr No CorrigendumDate Corrigendum CorrigendumType NewSubmissionDate
1 24-03-2026 Corrigendum time extension Date 27-03-2026

Key Dates

Publish Date 24-03-2026
Last Date of Bid Submission 27-03-2026
Tender Opening Date 30-03-2026

Contact Information

Company Name Local Self Government Department
Contact Person Superintending Engineer
Address Municipal Corporation Patiala

BOQ Items

Name of Work:- Construction of shed and room in shamshanghatt Rasuplur saida 2 Est cost Rs 6.39 lacs
Sl. No. Item Description
1Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth includingdressing of bottom and sides of trenches, stacking the excavated soil clear from theedge of excavation and subsequent filling around masonry in 15 cm, layers withcompaction including disposal of all surplussoil as directed within lead of 30 metres
2Earth filling under floors with surplus ordinary soil or soil containing gravel or kankar upto 40% excavated from outside the buildingplinth in 15 cm layers including ramming,watering and consolidating lead upto 30metres
3Earth,Surkhi, Sand, Earth, Fly Ash, Bajri,Ballast, Stone boulders, Kankar and buildingrubbish, Earth. 0-15 km
4Basic rate of ordinary clay taken from private land including compensation excluding royality
5For royality of ordinary earth as per punjab state mining policy 2023
6Centering and shuttering for sides and soffits of beam, beams, launching girders,bressumers, lintels
7Cement concrete 1:8:16 With stone aggregates 40mm gauge mixing by mechanical means using concrete mixer volumetric type
8Cement concrete 1:6:12 With stone aggregate 40mm gauge mixing by mechanical means using concrete mixer volumetric type
9Reinforced cement concrete M-25 mechanically batch mixed using batch typeconcrete mixer as per IS:1791 and vibrated by needle vibrator but excluding steelreinforcement centring and shuttering in superstructure.
10Damp proof course 4cm thick of cement concrete 1:2:4 with water proofing compoundas per manufactures guidelines
11Cement concrete 1:2:4 With stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type
12First class burnt brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level.
13115mm thick brick wall in cement sand mortar 1:4 without reinforcement in superstructure
14Providing and laying vitrified floor tiles of different sizes in light colour shades madeusing Double Charge technology (thickness to be specified by the manufacturer) with water absorption’s less than 0.08% and conformingto IS : 15622 of approved make in all colours and shades, laid on 20mm thick cementmortar 1:4 (1 cement: 4 fine sand), complete. ( Design is homogenous throughout the tilebody ) Size 800x800 mm
15Grouting the joints of flooring tiles having joints of 3 mm width, using 2mm to 3 mmgap using spacers and later this gap to be filled with cement based grout ) with Cementbase grout and matching pigments etc., complete, including filling / grouting andfinishing complete as per direction of Engineer-in-charge. Size 800x800 mm.
1620mm thick cement plaster 1:3 in two coat work
1720mm thick cement plaster 1:4 in two coat work
1825mm thick cement plaster 1:4 in 2 coats work
19Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , forR.C.C works, where not including in thecomplete rate of RCC including bending andbinding placing in position complete
20Wrought iron & Mild steel ladders, framed grills, gratings etc. with ends of bars riveted ormolded forged framed window guards, barred iron doors stair case iron railing etc. including cost of bolts and nuts, screws, welding rodcomplete fixing in position
21Cement concrete 1:2:4 gola 10cm x 10cm concave quadrant along junction of roofs with parapet wall fi
22Tile terracing laid dry over roof consisitng of one layer of tiles 22.86x11.43x3.83 including grouti
23Corrugated G.I. Sheet roofing 0.80 mm thick fixed with galvanized iron J or L hooks 10mm dia, G.I. L
24WHITE WASHING, DISTEMPERING, PAINTING& POLISHING Preparation of plastered surfaces for distempering including surface, applying filling with approved quality filler consisting ofplaster of paris and chalk mitti including finishing the surface to the required finishcomplete
25Distempering with Acrylic washable oil bound distemper (of approved manufacture) two or more coats over one priming coat to give aneven shade
26Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concretesurface to give an even shade.
27Chowkats of commercial hard wood such as Hollock confirming to ISI specification no 1003m kiln seasoned of doors and windows including iron hold fasts, corner straps cleats,stops, bolts for hold fasts etc, complete fixedin position Single Rebate (60mm x 100mm)
28Providing & Fixing glass panes with nails and putty or wooden strip complete in all respect Glazing area above 0.09 sqm 5.0mm thick Plate glass (INDIAN)
29Providing and fixing hydraulic door closer ISI mark with necessary screw etc. complete I.S.I Designation No. III (size of door 851mm to 1000mm)
30Providing & fixing 30mm thick factory made Hollow PVC Profile PVC Flush door shutter consisting of panel of of 20mm thickness,frame made out of M.S. tubes of size of 19mm x 19mm x19 guage inserted inside the hollow section of stiles, top andbottom rails and two 19mm x 19mm MS tubes inserted horizontally inside the hollow profile section using 5mm thick PVC sheet using screws. Hollow PVC profile shall be lipped with 10mm (5mm x 2) thick x 20mm width on stiles and rails using solvent cement. the inner panel shall be laminated with 5mm thick termite proof, water proof and fire retardant Prelam PVC sheet using solvent cement on both the sides of panel etc. complete as per manufacturers specification,conforming to test criteria specified in IS:4020-1998, Drawings and to the entire satisfaction of engineer-in-charge
31P/F of stopper
32RECESSED HGW CONDUIT PIPE WIRING SYSTEM WITH MODULAR SWITCHES:Wiring in PVC insulated copper conductor single core FR cable (ISI marked) overall1.5sq. mm, 1100volts grade to be laid in heavy gauge welded conduit pipe 20mm/25mm dia (1.6mm thick) ISI Marked, recessed in wall etc., complete with powdercoated/anodized concealed metal boxes (1.6mm thick with Brass lugs) required forsuitable number of modules (Modular accessories) for having Step type electronicfan regulators (two module) 100watts, bell push, 6Amp. 2/3 universal socket(shuttered), 16/20Amp. combined/ universal Socket (shuttered), 6/10Amp. Switches,16/20Amp. switches with indicator etc. and covered with Frame Plate etc., PVC connector(For Fan Box and Call Bell), PVC Bush, Steel Hooks, Sheet metal fan box (1.6mm thickshape hexagonal), CI Circular junction Boxes (Four way 1½\\" deep for walls and 3\\" deep for ceiling), bonding to earth with PVC insulated copper conductor single core FR cable (ISI marked) 1sq. mm, 1100volts grade (For 6Amp. wall socket & plug control point) andother petty material etc. including the cost of above material, cutting and filling up of chases (with finishing the surface)Wiring fan point (With fan box)
33Wiring light point
34Wiring 6Amp. wall socket point
35Extra Carriage of C/A 1:2:4
36Extra Carriage of C/S 1:2:4
37Extra Carriage of material C/A (1:8:16)
38Extra Carriage of material F/S (1:8:16)
39Premium 5.35%
40Providing & fixing 2' stainless steel tower bolts ISI marked on door & window framescomplete in all respect as per the directions ofEngineer-in-charge.Door in Ground Floor Please Enable Macros to View BoQ information

Other Detail

Information Source https://eproc.punjab.gov.in
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