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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹1.2 Cr+₹41,135.50 (0.36%)Admitted-Finance 0 0 PIPRAICH GORAKHPUR GORAKHPUR UTTAR PRADESH 273152 | GORAKHPUR | UTTAR PRADESH | 273152 | L2 | Admitted-Finance | ||
| 3 | L3₹1.2 Cr+₹5.6 L (4.85%)Admitted-Finance VILLAGE GWARAU KALAN HATHRAS HATHRAS UTTAR PRADESH 204212 | HATHRAS | UTTAR PRADESH | 204212 | L3 | Admitted-Finance | ||
| 4 | L4₹1.2 Cr+₹9.8 L (8.55%)Admitted-Finance | L4 | Admitted-Finance |
Tender Value
₹1.6 Cr
EMD Value
₹3.9 L
Closing Date
18 Aug 2026, 5:00 pmClosed
GM JAL
Sector-5, Noida
Village Development (Connect the Village Sewer line to main deep sewer line Village-Garhi) Noida.
2026_NOIDA_1174873_1
30/SM-JAL-III/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
₹3.9 L
24 Sept 2026
5 Aug 2026
19 Aug 2026
5 Aug 2026
18 Aug 2026
5 Aug 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 meters lead as per direction of E/I of nominal concrete 1:3:6 or richer mix.(i/c equivalent design mix). | 782 | Cum. | 923.42 | ₹7,22,114.44 |
| 2 | Earth work in excavation by mecanical means (hydraulic excavator)/manual means over areas (exceeding 30cm depth or 10 Sqm. on plan) i/c dressing of sides and ramming of bottoms, lift upto 1.5 m, i/c getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 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. All kind of soil. | 6,044 | Cum. | 136 | ₹8,21,984 |
| 3 | 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. | 6,044 | Cum. | 93 | ₹5,62,092 |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. | 758 | Sqm. | 181.64 | ₹1,37,683.12 |
| 5 | Cemnet concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 8:4:1 including supply of all material, labour, Tools & plants etc. required for proper completion of the work. | 765 | Cum. | 5,820 | ₹44,52,300 |
| 6P/L Non-Pressure NP-3 class RCC Spigot Socket pipe confirming to IS : 458 : 2003 with latest amendment laying in ture aligment & 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. | |||||
| 6.01 | a) 400 mm dia | 740 | Mtr. | 1,363.44 | ₹10,08,945.6 |
| 6.02 | b) 300 mm dia | 100 | Mtr. | 993.37 | ₹99,337 |
| 7Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 19.11.1 1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. | |||||
| 7.01 | Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular) bricks of class designation 100 | 25 | Nos | 38,663.22 | ₹9,66,580.5 |
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