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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.0 CrAdmitted-Finance | -10.71% | ₹2.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.1 Cr+₹17.9 L (9.18%)Admitted-Finance | -2.51% | ₹2.1 Cr+₹17.9 L (9.18%) | L2 | Admitted-Finance |
| 3 | L3₹2.2 Cr+₹20.7 L (10.6%)Admitted-Finance A 121 LOHIA NAGAR GHAZIABAD UTTAR PRADESH PIN 201001 | GHAZIABAD | GHAZIABAD | UTTAR PRADESH | 201001 | -1.25% | ₹2.2 Cr+₹20.7 L (10.6%) | L3 | Admitted-Finance |
| 4 | L4₹2.2 Cr+₹20.9 L (10.7%)Admitted-Finance | -1.15% | ₹2.2 Cr+₹20.9 L (10.7%) | L4 | Admitted-Finance |
Tender Value
₹2.2 Cr
EMD Value
₹5.2 L
Closing Date
7 Jul 2026, 5:00 pmClosed
GENERAL MANAGER (JAL)
Water Works Compound Sector-5 Noida
Strengthening of Sewerage (Construction of Sumpwell in Village-Bahlolpur, Chotpur Sector-65) Noida
2026_NOIDA_1165674_1
62/SM(Jal)-I/ET/2026-27
Open Tender
Civil Works - Others
Fixed-rate
270 days
NOIDA
Please Refer to Tender Document
3 documents required · 3 mandatory
₹5,310
NOIDA
₹5.2 L
30 Jul 2026
2 Jul 2026
8 Jul 2026
2 Jul 2026
7 Jul 2026
2 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 | Cutting road and making good the same i/c supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required of bituminous portion. | 14 | Cum. | 2,613.35 | ₹36,586.9 |
| 2 | Cutting road and making good the same i/c supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required of water wound macadam. | 73 | Cum. | 1,500.55 | ₹1,09,540.15 |
| 3 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 515.63 | Cum. | 923.42 | ₹4,76,143.05 |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavater) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as we as 10 sqm on plan) including getting out and disposal of exavated earth, lead upto 50 and lift upto 1.5m, as directed by Engineer-in-charge. 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 excavating only after getting permission of Engineer-in-Charge. All kinds of soil. | 790.7 | Cum. | 136 | ₹1,07,535.2 |
| 5 | Extra for every additional lift of 1.5 or part thereof in excavation / banking excavated or stacked materials. all kind of soil…….
a) 1.50 to 3.00 m | 591.71 | Cum. | 15.8 | ₹9,349.02 |
| 5.01 | b) 3.00 - 4.50 m | 425.2 | Cum. | 31.6 | ₹13,436.32 |
| 5.02 | c) 4.50 - 6.00 m | 95.22 | Cum. | 47.4 | ₹4,513.43 |
| 6 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (Not exceeding 1.5 m in width as we as 10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50 and lift upto 1.5m, as directed by Engineer-in-charge. 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 excavating only after getting permission of Engineer-in-Charge. All kinds of soil. | 2,175 | Cum. | 144.93 | ₹3,15,222.75 |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size). | 43.2 | Cum. | 6,066.29 | ₹2,62,063.73 |
| 8 | Reinforced cement concrete work in walls (any thickness) i/c attached plasters, buttresses, plinth & string courses, fillets, columns, pillers, piers, abutments, posts and struts etc. upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement in 1:1½:3 (1 Cement : 1½ C. Sand : 3 graded stone agg. 20mm n.s.). | 47.55 | Cum. | 8,239.9 | ₹3,91,807.24 |
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