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Tender Value
₹67.4 L
EMD Value
₹1.6 L
Closing Date
23 Jun 2026, 5:00 pm
GENERAL MANAGER (JAL)
Water Works Compound Sector-5 Noida
Maintenance of Sewerage (P/L Sewer and Water Line for Under Construction Shopping Complex and Group Housing Society Opposite HIG Pocket in Sector-105) Noida.
2026_NOIDA_1159230_1
57/SM(Jal)-I/ET/2026-27
Open Tender
Civil Works - Others
120 days
NOIDA
Please Refer to Tender Document
3 documents required · 3 mandatory
₹2,832
NOIDA
₹1.6 L
10 Jun 2026
10 Jun 2026
24 Jun 2026
10 Jun 2026
23 Jun 2026
10 Jun 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 |
|---|---|---|---|---|---|
| 1 | Demolishing cement concrete manually/by mechanical means i/c disposal of material within 50 m lead as per direction of E/I nominal concrete 1:3:6 or richer mix (i/c equivalent design mix). (DSR-18, I.No.-15.2.1/P-258) | 20 | Cum. | 923.42 | ₹18,468.4 |
| 2 | Earth work in excavation by mechanical means (hydraulic excavater)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 Sqm. on plan) i/c disposal of excavated earth, lead up to 50 m and lift up 1.5, disposed earth to be levelled and neatly dressed in all kind of soil. The Contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge. (DSR-18, I.No.-2.6.1/P-72) | 5,816 | Cum. | 136 | ₹7,90,976 |
| 3 | Extra for every additional lift of 1.5 or part thereof in all kind of soil. (DSR-18, I.No.-2.26/P-77) | 1 | Cum. | - | - |
| 3.01 | 1.50 - 3.00 m | 1,210 | Cum. | 15.8 | ₹19,118 |
| 3.0199999999999996 | 3.00 - 4.50 m | 42 | Cum. | 31.6 | ₹1,327.2 |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering, lead upto 50 m and lift upto 1.5 m. (DSR-18, I.No.-2.25/P-77) | 5,816 | Cum. | 93 | ₹5,40,888 |
| 5 | Centring and shuttering i/c strutting, propping etc. and removal of form for Foundation, footings, bases of columns etc. for mass concrete. (DSR-18, I.No.-5.9.1/P-98) | 372 | Sqm. | 181.64 | ₹67,570.08 |
| 6 | P/L in position Cement Concrete of specified grade excluding the cost of centering and shuttering, all work up to plinth level in 1:4:8 (1 Cement : 4 C. Sand : 8 graded stone agg. 40 mm n.s.). (DSR-18, I.No.-4.1.8/P-88) | 69 | Cum. | 5,746.88 | ₹3,96,534.72 |
| 7 | P/L non pressure RCC Socket & Spigot Pipe conferming to IS:458:2003 with latest amendment laying in true alignment & position on craddle i/c with rubber ring (conferming to IS:5382 with latest amendment) testing of laid pipe as per direction of E/I complete in all respect (NSI-2.3.00) | 1 | Cum. | - | - |
| 7.01 | 300 mm dia NP3 class | 996 | Rm. | 993.37 | ₹9,89,396.52 |
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BOQ • 0.26 MB
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