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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.7 LAccepted-AOC PLOT NO 713 INDI AREA PH LL CHANDIGARH | NA | NA | 160001 | ₹16.7 L Quoted ₹11.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹12.1 L+₹50,701.23 (4.36%)Rejected-Finance 00 BHUSAR FARM KE PASS K K PURI NANDANPURA JHANSI UTTAR PRADESH 284003 | JHANSI | UTTAR PRADESH | 284003 | ₹12.1 L+₹50,701.23 (4.36%) | L2 | Rejected-Finance Rate on higher side. |
| 3 | L3₹12.2 L+₹60,874.84 (5.24%)Rejected-Finance 105 B MOTIA CITI ZIRAKPUR 140603 | S A S NAGAR | PUNJAB | 140603 | ₹12.2 L+₹60,874.84 (5.24%) | L3 | Rejected-Finance Rate on higher side. |
| 4 | L4₹12.5 L+₹88,727.16 (7.63%)Rejected-Finance 00 BHUSAR FARM KE PASS K K PURI NANDANPURA JHANSI UTTAR PRADESH 284003 | JHANSI | UTTAR PRADESH | 284003 | ₹12.5 L+₹88,727.16 (7.63%) | L4 | Rejected-Finance Rate on higher side. |
| 5 | L5₹12.8 L+₹1.1 L (9.77%)Rejected-Finance M S A K ENTERPRISES C P DIVISION NO 6 SECTOR 9 D U T CHANDIGARH B 12 2723 ADARSH NAGAR NAYA GAON MOHALI PUNJAB | CHANDIGARH | CHANDIGARH | 160001 | ₹12.8 L+₹1.1 L (9.77%) | L5 | Rejected-Finance Rate on higher side. |
Tender Value
₹16.7 L
EMD Value
₹33,356
Closing Date
25 Mar 2026, 11:00 amClosed
EECP6
EECP6
PROVDING WATER PROOF SHEEDS AT GEN SETS INSTALLED IN POLICE LINES, SECTOR-26, CHANDIGARH
2026_CHD_91351_1
CP6/2026/617-628/POLICELINE
Open Tender
Civil Works
Percentage
60 days
CHANDIGARH
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹33,356
8 Jun 2026
19 Mar 2026
25 Mar 2026
19 Mar 2026
25 Mar 2026
19 Mar 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 in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), includingdressing of sides and ramming of bottoms, for all lift, including getting out the excavated soiland disposal of surplus excavated soil as directed, within a lead of 50 m. (D.S.R-2.8.1) | |||||
| 21:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stoneaggregate 40 mm nominal size derived from natural sources) | |||||
| 3Providing and laying in position specified grade of reinforced cement concrete, excluding thecost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stoneaggregate 20 mm nominal size derived from natural sources) | |||||
| 4Steel 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. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | |||||
| 5Providing corrugated G.S. sheet roofing including vertical/ curved surfacefixed with polymer coated J or L hooks, bolts and nuts 8 mm diameterwith bitumen and G.I. limpet washers or with G.I. limpet washers filledwith white lead, including a coat of approved steel primer and two coatsof approved paint on overlapping of sheets complete (up to any pitchin horizontal/ vertical or curved surfaces), excluding the cost of purlins,rafters and trusses and including cutting to size and shape whereverrequired. 0.63 mm thick with zinc coating not less than 275 gm/ m2 | |||||
| 6Providing and fixing IRC welded steel wire fabric of size 3" x 1" wire of 12 gauge in existing angle iron frame properly welded to the frame with the help of existing MS flat 25x5mm beading by cutting to the required size, straightening in position complete in all respect to the entire satisfaction of Engineer-in-charge. | |||||
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