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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-AOC | ₹2.1 L | L1 | Accepted-AOC Due to lower rates |
| 2 | L2₹2.2 LRejected-Finance 2723 ADARSH NAGAR NAYAGAON MOHALI | ₹2.2 L | L2 | Rejected-Finance Due to higher rates |
| 3 | L3₹2.3 LRejected-Finance H NO 40 VILLAGE RAIPUR KHURD NEAR AIR PORT U T CHANDIGARH | ₹2.3 L | L3 | Rejected-Finance Due to higher rates |
Tender Value
₹2.9 L
EMD Value
₹5,745
Closing Date
16 Apr 2026, 11:00 amClosed
EEPH Divn No. 3 Chd
EEPH Divn No. 3 Chd
Providing and fixing of Storm Line with road gullies for proper drainage system AAM Ayush Industrial Area Phase I, U.T., Chandigarh
2026_CHD_91695_1
PH3/2026/158
Open Tender
Public Health Products
60 days
Chandigarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹5,745
27 May 2026
10 Apr 2026
16 Apr 2026
10 Apr 2026
16 Apr 2026
10 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 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), including dressing of sides and ramming of bottoms, all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. DSR 2.8 | ||||||
| 1.1 | All kinds of soil. DSR 2.8.1 | 24 | P.cum | - | - | NSR2 |
| 2Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : DSR 2.10 | ||||||
| 2.1 | All kinds of soil. DSR 2.10.1 | - | - | - | - | NSR4 |
| 2.2 | Pipes, cables etc. exceeding 80 mm dia. DSR 2.10.1.1 | 12 | P.mtr | - | - | NSR5 |
| 2.3 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia DSR 2.10.1.2 | 85 | P.mtr | - | - | NSR6 |
| 3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : DSR 4.1 | ||||||
| 3.1 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) DSR 4.1.3 | 1.43 | P.cum | - | - | NSR8 |
| 3.2 | 1:5:10 (1 cement : 5 fine sand derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.11 | 3 | P.cum | - | - | NSR9 |
| 4 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level, excludingthe cost of centering, shuttering, finishing and reinforcement, with 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size).DSR 5.3 | 1.5 | P.cum | - | - | NSR10 |
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