Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.1 LAccepted-AOC 2313 3 SECTOR 45 C CHANDIGARH | ₹27.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹28.0 L+₹91,405.44 (3.37%)Rejected-Finance 195 FLAT NO 5068 2ND FLOOR MODERN HOUSING COMPLEX MANIMAJRA CHANDIGARH | CHANDIGARH | CHANDIGARH | CHANDIGARH | ₹28.0 L+₹91,405.44 (3.37%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical SCF NO 343 2ND FLOOR MANSA DEVI ROAD MANIMAJRA CHANDIGARH | - | - | Rejected-Technical Affidavit regarding non blacklisting not in order. |
| 4 | Rejected-Technical | - | - | Rejected-Technical Latest GST Return not in order |
Tender Value
₹28.5 L
EMD Value
₹57,000
Closing Date
21 Jul 2026, 11:00 amClosed
Executive Engineer SWM MC Chd
Room No. 612 6th floor MC Building Sector 17 Chandigarh
Replacement of 48 inch i/d NP 3 pipe line in place of damaged 48 inch i/d CBD for carrying treated effluent from STP Maloya to Patiala ki Rao including end terminations under the jurisdiction of MCPH Sub Division No. 4 Chandigarh.
2026_MCC_93977_1
MCC/EE/SWM/2026/67
Open Tender
Civil Works
Percentage
90 days
Chandigarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,000
₹57,000
24 Jul 2026
14 Jul 2026
21 Jul 2026
14 Jul 2026
21 Jul 2026
14 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. DSR NO:2.8.1 | 826.53 | per cum | 190 | ₹1,57,040.7 |
| 2 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil. DSR NO:2.26.1 | 467.44 | per cum | 80 | ₹37,395.2 |
| 3 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. Complete.
1200 mm dia RCC pipes. (Laying by manual/ machanical
means) DSR NO: 19.35.5 | 103.66 | p.mtr | 7,500 | ₹7,77,450 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) DSR NO :4.1.10 | 18.47 | per cum | 4,400 | ₹81,268 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level
1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) DSR NO :4.1.4 | 1.85 | per cum | 5,850 | ₹10,822.5 |
| 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) DSR NO :6.1.1 | 42.79 | per cum | 5,927 | ₹2,53,616.33 |
| 7 | 12 mm cement plaster finished with a floating coat of neat cement :
1:4 (1 cement : 4 fine sand) DSR NO :13.7.2 | 72.46 | per sqm | 300 | ₹21,738 |
| 8 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mm x 25mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. DSR NO :19.16 | 30 | Each | 410 | ₹12,300 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for DSR NO :5.9
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR NO :5.9.2 | 178.37 | per sqm | 560 | ₹99,887.2 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for
Suspended floors, roofs, landings, balconies and access platform DSR NO :5.9.3 | 20.55 | per sqm | 620 | ₹12,741 |
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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 • 11.78 MB
BOQ_115178.xls
BOQ • 0.35 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 .