Loading…
Loading…
Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.8 LAccepted-Finance B 29 ROYAL RESIDENCY SHAHPURA THANA BHOPAL M P PIN NO 462016 | BHOPAL | BHOPAL | MADHYA PRADESH | 462016 | L1 | Accepted-Finance Accepted due to being lowest rate. | |
| 2 | L2₹65.1 L+₹20.3 L (45.3%)Rejected-Finance H NO G 21 VARDHMAN GREEN PARK COLONY BHOPAL | L2 | Rejected-Finance Rate quoted amount more than L1. | |
| 3 | L3₹65.5 L+₹20.7 L (46.3%)Rejected-Finance | L3 | Rejected-Finance Rate quoted amount more than L1. | |
| 4 | L4₹72.8 L+₹28.0 L (62.5%)Rejected-Finance H NO 03 INDRA BHAWAN PROFESSOR COLONY BHOPAL 462002 | BHOPAL | BHOPAL | MADHYA PRADESH | 462002 | L4 | Rejected-Finance Rate quoted amount more than L1. |
Tender Value
₹80 L
EMD Value
₹80,000
Closing Date
9 Feb 2026, 5:30 pmClosed
Executive Engineer, New Bhopal Division P.W.D. BPL
O/o The Executive Engineer, New Bhopal Division P.W.D., Shed No.10 Jawahar Chowk, T.T.Nagar, Bhopal
MOW work of E and F Type Govt. Resi. Qtrs. in Sect. No. 15,16 and 20 under RTC Sub Dn, PWD Bhopal
2026_PWDRB_476346_1
38/2025-26/SAC/New Bhopal Dt 16-01-2026
Open Tender
Civil Works - Buildings
Percentage
270 days
Bhopal
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹80,000
16 Apr 2026
22 Jan 2026
11 Feb 2026
22 Jan 2026
9 Feb 2026
22 Jan 2026
MOW work of E and F Type Govt. Resi. Qtrs. in Sect. No. 15,16 and 20 under RTC Sub Dn, PWD Bhopal
Bill of Quantities (BOQ)
Probable Amount of contract :
(Rs. in Figures) : Rs. 80.00 Lacs
(Rs in words) : Rupees
Time Alloved : 09 months
Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.Extra for every additional lift of 1.5 m or part thereof in excavation. (No extra lift is payable if work is done by mechanical means)
Supplying and filling in plinth with crusher stone dust / coarse sand under floors including, watering, ramming and compacting in layers not exceeding 20cm in depth and dressing complete Note: - Maximum thickness of this layer shall be 20 cm.
Supplying chemical emulsion in sealed containers including delivery as specified. (Chlorpyriphos/ Lindane emulsifiable concentrate of 20%)
Preconstruction antitermite treatment to the building under construction by providing.Stage 1: Treatment should not be carried out when it is raining or when soil is wet with rain or subsoil water. This also applies to fill up soil within the plinth area before laying the subgrade for flooring.
Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).
Extra for providing and mixing water proofing material as per IS standard in cement concrete work quantity as prescribed by the manufacturer.
Extra for concrete work in superstructure above floor two level for each floors or part thereof
Extra for laying concrete in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete. Note for item No. 4.15:- The quantity will be calculated by multiplying. The depth of centre of gravity shall be reckoned correct to 0.1m. 0.05m or more shall be taken as 0.1m and less than 0.05m ignored.
Making plinth protection 50mm thick of cement concrete grade M10 over 75mm bed of dry metal ballast 40mm nominal size well rammed and consolidated and filled with sand including finishing the top smooth (with 20mm nominal size graded stone aggregate.)
Providing and laying cement concrete in Sunken floors of WC, Toilet, Wash Area, etc with 1:5:10 (1 cement : 5 coarse sand (zone-3) : 10 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering
Add extra for providing reinforcement above Floor two level for every additional floor or part thereof.
Extra for laying reinforced cement concrete in or under foul positions.
Smooth finishing of the exposed surface of RCC work with 6mm thick cement mortar 1:3 (1 cement: 3 sand).
Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) On one side only.
Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
Providing and fixing Stainless steel hanging type floor door stopper with necessary screws, etc. complete.
Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete (best make of approved quality).
Providing and fixing bright finished brass 100 mm mortice latch and lock ISI marked with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles with necessary screws etc. complete (Best make of approved quality).
Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm) with double speed adjustment with necessary accessories and screws etc. complete.
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm + 0.05 %, total coated thickness with zinc coating 120 gsm as per IS:277 in 240 mpa steel grade, 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while 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 55mm) 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.
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 sand : 4 stone aggregate 10mm and down grade) including finishing with cement mortar 1:3 (1 cement : 3 sand) as per standard design : In 75x75mm deep chase
Providing and applying white cement based putty of average thickness 1 mm, of approved brand over the plastered wall surface to prepare the surface even and smooth i/c all cost of material, labour and scaffold etc in all position complete. Note : Putty shall be applied only on the internal walls, for application on the exterior walls prior permission of APD/Chief Engineer will be required.
Wall painting by any mechanical or manual means with plastic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work
Finishing walls by any mechanical or manual means with Acrylic Smooth exterior paint (Economy Exterior) of required shade including all scaffolding. New work (Two or more coat applied @1.67ltr/10sqm over and including one coat undiluted exterior waterproofing coating @ 2.39 litre/10 sqm with crack bridging ability of upto 0.5mm on horizontal surfaces with an elongation of 150% and water proofing of upto 3 bars on vertical surface
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work.
Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab including cutting chase, anchoring clamp to reinforcement bar, including cleaning, refilling, making good the chase with matching concrete, plastering and painting the exposed portion of the clamps complete.
Providing and fixing C.P. brass sink mixer of approved quality and make conforming to IS: specification. 15 mm nominal bore.
Providing and fixing in position best Indian ( bonut size 24mm, ceramic disc size 19mm and min. body thickness 2mm, nickel plating. 10 micron and chrome plating 0.3 micron, quarter turn) Angular stop cock. (Premium Range)
Providing and fixing in position best Indian C. P. Brass made (0.3 micron Chrome and 10 micron Nickel plated) Single Towel Rail 600 mm long. (Premium Range)
Note – Including other item ( if required ) of SHEDULE OF RATES (SOR) For BUILDING
WORKS in force from January, 1st 2024, of Engineer-In-Chief (Building) M.P. Public
Works Department M.P.BHOPAL ( Volume- I & II )
Sub Engineer Sub Divisional Officer Executive Engineer Sec. 15, 16, 20 P.W.D. RTC Sub Dn. P.W.D. New Bhopal Division Bhopal Bhopal.
stage.html
html • 0.05 MB
technical_561323.pdf
techsummary_561323.pdf
finance_561323.pdf
BOQ Comparative Chart
xlsx
finsummary_561323.pdf
cancelled_1.pdf
pdf • 0.93 MB
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.73 MB
Tender.pdf
Tender Documents • 15.96 MB
BOQ_561323.xls
BOQ • 0.34 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .