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Tender ID
Tender Value
₹1.7 Cr
EMD Value
₹3.9 L
Closing Date
7 Apr 2026, 5:00 pmClosed
GENERAL MANAGER (JAL)
Main Administrative Office Sector-6, Noida
D/o Village (Replacement of Old Chocked and Damaged Water and Sewer line at different place in Village-Mamura) Noida.
2026_NOIDA_1130292_1
30/SM(Jal)-I/ET/2025-26
Open Tender
Civil Works - Others
Fixed-rate
240 days
NOIDA
Please Refer to Tender Document
3 documents required · 3 mandatory
₹5,310
NOIDA
₹3.9 L
25 Mar 2026
25 Mar 2026
8 Apr 2026
25 Mar 2026
7 Apr 2026
25 Mar 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 |
|---|---|---|---|---|---|
| - | 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) | - | Cum. | - | - |
| - | 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. | - | Cum | - | - |
| - | Extra for every additional lift of 1.5 or part thereof in all kind of soil. | - | Cum | - | - |
| - | 1.50-3.00 m | - | Cum. | - | - |
| - | 3.00-4.50 m | - | Cum. | - | - |
| - | Centring and shuttering including strutting, propping etc. and removal of form for:- Foundation, footings, bases of columns etc. for mass concrete. | - | Sqm. | - | - |
| - | Providing and laying in postion cement concrete of specified grade exculding the cost of centring and shuttering _ All workup to plinth level 1:4:8( 1 cement : 4 Coarse sand zone (ZOne-III) 8 Graded stone aggregate 40 mm Nominal size) | - | Cum. | - | - |
| - | P/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 E/I. complete in all respect. | - | Cum | - | - |
| - | 300 mm dia Sewer pipe | - | Mtr | - | - |
| - | 400 mm dia Sewer pipe | - | Mtr | - | - |
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details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.06 MB
TD30.pdf
Tender Documents • 2.29 MB
BOQ_2108546.xls
BOQ • 0.27 MB
Capability_30.xls
Additional Documents • 0.05 MB
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