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Updated dates
Tender Value
₹80 L
EMD Value
₹1.6 L
Closing Date
5 May 2026, 3:00 pmClosed
Executiver Engineer
Hrda Office Haridwar
Animal Rescue Center Sarai
2026_HRDA_94307_1
Animal Rescue Center
Open Tender
Civil Works - Others
180 days
Haridwar
Please refer Tender documents.
1 document required · 1 mandatory
₹5,200
EE
₹1.6 L
16 Apr 2026
16 Apr 2026
5 May 2026
16 Apr 2026
5 May 2026
16 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Laying and Jointing PVC Pipe. Heading | ||||||
| 1.01 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge..In cement mortar | - | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2.01 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift upto1.5 m.All kinds of soil. | - | Sqm | - | - | BI01010001010000000000000515BI0100001114 |
| 3.01 | Earth 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, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 4.01 | P.C.C 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). | - | Cum | - | - | BI01010001010000000000000515BI0100001116 |
| 5.01 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars | - | Kg | - | - | BI01010001010000000000000515BI0100001117 |
| 6.01 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers.Columns, Pillars, Piers, Abutments, Posts and Struts | - | Sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 7.01 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 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) | - | Cum | - | - | BI01010001010000000000000515BI0100001119 |
| 8.01 | 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 m and lift up to 1.5 m. | - | Cum | - | - | BI01010001010000000000000515BI0100001120 |
| 9.01 | Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : | - | Cum | - | - | BI01010001010000000000000515BI0100001121 |
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