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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹83.1 LAdmitted-Finance | -2.00% | ₹83.1 L | L1 | Admitted-Finance |
| 2 | L2₹83.8 L+₹76,279.05 (0.92%)Admitted-Finance | -1.10% | ₹83.8 L+₹76,279.05 (0.92%) | L2 | Admitted-Finance |
| 3 | L3₹83.9 L+₹84,754.50 (1.02%)Admitted-Finance | -1.00% | ₹83.9 L+₹84,754.50 (1.02%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹84.8 L
EMD Value
₹2.0 L
Closing Date
30 Apr 2026, 5:00 pmClosed
DIRECTOR (H)
SECTOR-39, NOIDA
M/o Park (P/F GI Chain Link, R/o Footpath and C/o Gazebo Hut and other Civil Work in Park, Sector-90) NOIDA.
2026_NOIDA_1140501_1
48/D(H)/DD(H)-III/2025-26
Open Tender
Civil Works - Others
Fixed-rate
120 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,832
NOIDA
₹2.0 L
16 Sept 2026
23 Apr 2026
4 May 2026
23 Apr 2026
30 Apr 2026
23 Apr 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 |
|---|---|---|---|---|---|
| - | 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 Engineer-in-Charge. | - | Cum. | - | - |
| - | Earth work in excavation by mechanical means (hydraulic excavater)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including 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 kinds of soil. (DSR Code No.-2.8.1) AOR | - | Cum. | - | - |
| - | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In Cement Mortor | - | Cum. | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | - | Cum. | - | - |
| - | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) (DSR Code No.-5.1.2) AOR | - | Cum. | - | - |
| - | Brick work with F.P.S. bricks of class designation 100 in foundation and plinth in cement mortar 1:4 (1 Cement : 4 C.Sand). | - | Cum. | - | - |
| - | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) | - | Cum. | - | - |
| - | 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 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | - | Cum. | - | - |
| - | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level: Thermo-Mechanically Treated bars of grade Fe-500D or more. | - | Kgs | - | - |
| - | Centring and shuttering including strutting, propping etc. and removal of form for:- Lintels, beams, plinth beams, girders, bressumers and cantilevers (DSR Code No.-5.9.5) AOR | - | Sqm | - | - |
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