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Tender Value
₹3.2 Cr
EMD Value
₹7.5 L
Closing Date
8 Sept 2026, 5:00 pm3d left
GM JAL
Sector-5 Noida
Development of Village (P/L Balance Line and Replacement of Old Chocked, Damaged Sewer and Water line in Village-Shahpur), Noida.
2026_NOIDA_1181648_1
21/SM-JAL-III/2026-27
Open Tender
Civil Works - Others
Fixed-rate
270 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
NOIDA
₹7.5 L
2 Sept 2026
2 Sept 2026
9 Sept 2026
2 Sept 2026
8 Sept 2026
2 Sept 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 including disposal of material within 50 metres lead as per direction of E/I. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 4,572 | Cum | 923.42 | ₹42,21,876.24 |
| 2 | Earth work in excavation by mecanical means (hydraulic excavater)/manual means in over areas (exceeding 30 cm in depth, 1.5m 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 E/I. | 12,316 | Cum | 136 | ₹16,74,976 |
| 3 | 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 upto 1.5m. | 12,316 | Cum | 93 | ₹11,45,388 |
| 4Extra for every additional lift of 1.5 or part thereof in all kind of soil. | |||||
| 4.01 | a) 1.50 - 3.00 m | 2,450 | Cum | 15.8 | ₹38,710 |
| 5Centring and shuttering including strutting, propping etc. and removal of form for:- | |||||
| 5.01 | a) Foundation, footings, bases of columns etc. for mass concrete. | 800 | Sqm | 181.64 | ₹1,45,312 |
| 6Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. required for proper completion of the work. | |||||
| 6.01 | As in item 279 above but in proportions of 8:4:1 | 1,244 | Cum. | 5,820 | ₹72,40,080 |
| 7P/L Non-Pressure NP-3 class RCC Spigot Socketed pipe confirming to IS : 458 : 2003 with latest amendment laying in true alignment & position on craddle including with rubber ring (confirming to IS : 5382 with latest amendment testing of laid pipe as per direction of Engineer Incharge complete in all respect. | |||||
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BOQ_2221576.xls
BOQ • 0.32 MB
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