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Tender Value
₹19.4 L
EMD Value
₹39,000
Closing Date
20 Jul 2026, 4:30 pm
EE(ZONE-6)
EE(ZONE-6) JAL KAL VIBHAG NAGAR NIGAM VARANASI
Layibg jointing and testing of sewer line at anupam vihar colony, bhitari road in ward 06 manduvadih in in rishimandvi zone-6.
2026_NNVAR_1166916_2
190/II/EE(ZONE-6)/JKNN DATED-03.07.2026
Open Tender
Civil Works - Water Works
90 days
EE(ZONE-6) JAL KAL VIBHAG NAGAR NIGAM VARANASI
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
GM JAL KAL
₹39,000
6 Jul 2026
6 Jul 2026
20 Jul 2026
6 Jul 2026
20 Jul 2026
6 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 |
|---|---|---|---|---|---|
| 1.1 | Dismanthing of road with all Labour T & P etc. complete.Interlocking Road. | - | M2 | 48.3 | - |
| 1.2 | Damour Road. | - | M2 | 159.05 | - |
| 1.3 | CC Road. | - | M2 | 108.9 | - |
| 1.4 | Excavation of Earth mixed soil c sand for sewer line with all labour T&P Complete.
Depth 0.00 to 1.50m. | - | m3 | 307.02 | - |
| 1.5 | Bailing out or pumping out/liquid mud during working period Trench excavation & laying of sewer pipe line, menhole etc. with all labour T&P complete. | - | Shift | 880 | - |
| 1.6 | Providing and laying Granular bedding with carefully compacted graded hard crusher broken stone of 100% passing through 20mm sieve, 20-50% passing through 10mm sieve and 100% retained on 6mm sieve and Dimensions are as per Approved Drawing for:-
In Base- 0.00-01.50m.
Upper Layer (after completion of work.) | - | M3 | 2,840.88 | - |
| 1.7 | Supply of RCC Hume pipe NP3 Included collars/spigot jointed with stiff mixture of cement in the proporation of 1:2 (1 cement: 2 sand) and Including testion of joints, transportation, loading unloading etc all complete. (RCC Pipe as per IS:-458:2001). 300mm dia | - | Rmt | 910 | - |
| 1.8 | 250mm dia. | - | Rmt | 860 | - |
| 1.9 | Cartage of RCC hume pipe NP3 class from store to the site of work. Laying of the same pipe in to the trenches in depth below the groun level, true to alignment chocking the point laying sewer pipe with rubber ring and Jointing materials including excavation of the below invert of pipe and testing of laid pipe line complete excluding the cost of excavation of earth and refilling of trenches from ground level to invert of pipe.300mm dia. | - | Rmt | 734.84 | - |
| 2 | 250mm dia. | - | Rmt | 594.69 | - |
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