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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.3 LAccepted-Finance 1627 SECTOR 26 PANCHKULA | ₹10.3 L | L1 | Accepted-Finance Lowest 1 |
| 2 | L2₹11.0 L+₹75,554.15 (7.36%)Rejected-Finance 1255 1ST FLOOR SECTOR 19 PANCHKULA HARYANA | PANCHKULA | HARYANA | 133301 | ₹11.0 L+₹75,554.15 (7.36%) | L2 | Rejected-Finance The rates quoted by the agency on higher side |
| 3 | L3₹11.2 L+₹89,088.45 (8.68%)Rejected-Finance 130 SEC 40 A CHANDIGARH | ₹11.2 L+₹89,088.45 (8.68%) | L3 | Rejected-Finance The rates quoted by the agency on higher side |
| 4 | L4₹11.5 L+₹1.2 L (12.0%)Rejected-Finance 2924 SECTOR 47 CHANDIGARH | ₹11.5 L+₹1.2 L (12.0%) | L4 | Rejected-Finance The rates quoted by the agency on higher side |
| 5 | L5₹11.6 L+₹1.3 L (12.7%)Rejected-Finance 00 BHUSAR FARM KE PASS K K PURI NANDANPURA JHANSI UTTAR PRADESH 284003 | JHANSI | UTTAR PRADESH | 284003 | ₹11.6 L+₹1.3 L (12.7%) | L5 | Rejected-Finance The rates quoted by the agency on higher side |
Tender Value
₹14.9 L
EMD Value
₹29,746
Closing Date
14 Sept 2026, 2:00 pmClosed
E.E.C.P.-1
Executive Engineer, C.P. Division No.1, 4th Floor, Deluxe Building Sec 9, Chandigarh
PLINTH PROTECTION AT GOVT. MODEL HIGH SCHOOL IN SECTOR 12, PGI, CHANDIGARH.
2026_CHD_95210_1
CP1/2026/3030253
Open Tender
Civil Works - Buildings
Percentage
120 days
Chandigarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹29,746
17 Sept 2026
7 Sept 2026
14 Sept 2026
7 Sept 2026
14 Sept 2026
7 Sept 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in charge. | |||||
| 1.01 | All kinds of soil (DSR 2.6.1) | 213.83 | Cum | 172.71 | ₹36,930.04 |
| 2 | Filling available excavated earth (excluding 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 and for all lift (DSR 2.25) | 85.51 | Cum | 190.71 | ₹16,307.44 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (DSR 2.27) | 13.03 | Cum | 2,066.41 | ₹26,925.31 |
| 4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 4.01 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) (DSR 4.1.8) | 27.5 | Cum | 6,628.08 | ₹1,82,272.09 |
| 5 | making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone iii) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. (DSR 4.17) | 260.57 | Sqm | 729.07 | ₹1,89,973.48 |
| 6Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in | |||||
| 6.01 | Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR 6.1.1) | 100.82 | Cum | 7,171.64 | ₹7,23,044.99 |
| 7Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. | |||||
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