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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.5 LAccepted-Finance B 302 FALCON VIEW SECTOR 66 A MOHALI | ₹9.5 L | 1 | Accepted-Finance DUE TO L-1 AGENCY |
| 2 | 2₹11.6 LRejected-Finance 230 SECTOR 12 PANCHKULA | PANCHKULA | ₹11.6 L | 2 | Rejected-Finance RATE ON HIGHER SIDE |
Tender Value
₹13.3 L
EMD Value
₹26,585
Closing Date
15 May 2026, 11:00 amClosed
XEN CP3
XEN CP3 SEC 16 CHD
SR TO NON RESIDENTIAL BUILDING UNDER SECTT. MTC. SUB DIVISION CHANDIGARH.
2026_CHD_92226_1
CP3/2026/2784645
Open Tender
Civil Works
90 days
SECTOR 24 CHANDIGARH
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹26,585
2 Jun 2026
8 May 2026
15 May 2026
8 May 2026
15 May 2026
8 May 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 | Providing and fixing 3.0 mm thick clear polycarbonate sheet to be fixed on the existing MS / wooden frame with self drilling machine screws including remove the old polycarbonate sheet complete in all respect to the entire satisfaction of Engineer-in-charge. | 180 | sqm | 1,536.06 | ₹2,76,490.8 |
| 2 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | 170 | sqm | 128.19 | ₹21,792.3 |
| 3 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | 15 | Cum | 2,368.52 | ₹35,527.8 |
| 4 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | 10 | Cum | 1,463 | ₹14,630 |
| 5 | Providing and laying water proofing coating having three coats of water proofing chemical with 1 coat as primer and 2 subsequent coats. The water proofing chemical shall have properties as water absorption 1% minimum, pot life at 30º C : 30 min, application temperature 10º C, bond strength to concrete : approx 1 N/mm2. (Fosroc Hydroproof xtra or equivalent) . The primer coat shall be provided in ratio 1 part of Hydroproof Xtra :2 parts of water : 4 parts of cement mixed material with the above proportion will cover an area of 16-17sqm for 1 L of Hydroproof XTRA . The two top coats shall laid in ratio 1:2 i.e. 1 part of chemical and 2 parts of neat cement after laying of 800 micron fibre mesh. The thickness of each coat shall be about 1 to 2 mm. The 2nd coat shall be applied after 5-6 hours of 1st coat. The full curing shall be done after 12 hours with must curing after 6 hours. The coverage of top coats shall be 4.5-5.0 sqm /litre/ coat. The work shall be undertaken as per manufacturer specifications, complete in all respect and to the entire satisfaction of Engineer in Charge. | 220 | sqm | 363.85 | ₹80,047 |
| 6 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost). | 150 | sqm | 392.07 | ₹58,810.5 |
| 7 | Providing and fixing 60 mm thick high density rubber moulded precast cement concrete paver block grey/ colored/ polished/ designer (manufactured by vibro hydraulic pressure process) consisting of design mix of cement, sand and fine aggregate having designation M35 ISI marked including the cost of good quality color and hardening agents. The paver should be compiled with tensile strength and breaking load as per BIS 6717-1993 and shall be tested against resistance to bear as per IS 1237-1980 (specification for cement concrete floor tiles). The paver should be laid over layer of 25 mm average thick screened coarse sand to the required slope and filling the joints with fine sand complete in all respects and to the entire satisfaction of Engineer in charge. | 20 | sqm | 810.5 | ₹16,210 |
| 8 | providing and fixing of factory manufactured precast cement concrete kerb of size 300mm x 300mm having 100mm thickness and 50mmx50mm half round at top duly vibrated mechanically and compacted made of P.C.C 1:2:4 duly cured and finished. The rate further include filling of joints between kerbs / channels with cement mortar 1:2 complete in all respect and to the entire satisfaction of Engineer-in-charg | 50 | rmt | 227.9 | ₹11,395 |
| 9 | 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-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 10 | Cum | 7,665.78 | ₹76,657.8 |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 15 | Cum | 7,097.74 | ₹1,06,466.1 |
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