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Tender Value
₹5.5 L
EMD Value
₹10,967
Closing Date
8 Jul 2026, 11:00 amDue today
Er Sanjay Sahni
EEPH8 Chd
Const of SWD system comprising brick masonry channel covered with RG chambers, brick UGR, install sewerage submersible motor controlpanel, MS pipeline for pumping out accumulated rainwater from SubStation Pb Hry sectt. near booster and assembly sec1
2026_CHD_93722_1
PH8/2026/64
Open Tender
Public Health Products
60 days
Chandigarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹10,967
2 Jul 2026
2 Jul 2026
8 Jul 2026
2 Jul 2026
8 Jul 2026
2 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 |
|---|---|---|---|---|---|
| 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. .2.8 | |||||
| 1.01 | All kinds of soil .2.8.1 | 47 | Cum | 253.27 | ₹11,903.69 |
| 2Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for 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 : .2.1 | |||||
| 2.01 | All kinds of soil .2.10.1 | - | - | - | - |
| 2.02 | Pipes, cables etc. exceeding 80 mm dia. but
not exceeding 300 mm dia .2.10.1.2 | 46 | Meter | 342.64 | ₹15,761.44 |
| 3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : .4.1 | |||||
| 3.01 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) .4.1.3 | 0.25 | Cum | 7,665.78 | ₹1,916.45 |
| 3.02 | 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) .4.1.10 | 5 | Cum | 6,342.6 | ₹31,713 |
| 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 above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). .5.3 | 3 | Cum | 11,194.85 | ₹33,584.55 |
| 5Centering and shuttering including strutting, propping etc. and removal of form for .5.9 | |||||
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