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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹19.1 LAdmitted-Finance | -3.05% | ₹19.1 L | L1 | Admitted-Finance |
| 2 | L2₹19.4 LAdmitted-Finance | -1.96% | ₹19.4 L | L2 | Admitted-Finance |
| 3 | L3₹19.4 LAdmitted-Finance 13 138 SHAKTINAGAR SHUKLAGANJ UNNAO | UNNAO | UTTAR PRADESH | 209801 | -1.95% | ₹19.4 L | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹19.7 L
EMD Value
₹39,500
Closing Date
20 Apr 2026, 5:00 pmClosed
GENERAL MANAGER CIVIL
SECTOR 6 NOIDA
M/o Building (C/o 2 Nos. Toilet Near Covid Hospital in Sector-39) Noida.
2026_NOIDA_1132919_1
63/NOIDA/GM/SMWC-3/2025-26
Open Tender
Civil Works - Others
120 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,416
NOIDA
₹39,500
27 May 2026
6 Apr 2026
21 Apr 2026
6 Apr 2026
20 Apr 2026
6 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 |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exccding 30 cm in depth, 1.5m in width or 10 sqm on plan) including disposal of excavated lead upto 50 mtr. & lift upto 1.5Mtr. dispose earth to be leveled & dressed. : All kinds 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.(DSR-18/I.No.2.6.1) | - | Cum | - | - |
| 2 | Filling avilable excavated earth (excluding rock) in trenches, plinth, side of foundation etc, in layers not exceeding 20 cmm depth, consolidating each deposited Cum layer by ramming and watering, lead up to 50 and lift upto 1.5 m. Item N.2.25 | - | Cum | - | - |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth 1:4:8 ( 1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) DSR-18/I.NO. 4.1.8 | - | Cum | - | - |
| 4 | Reinforced cement concrete work in beams, suspended floors roofs having slope up to 15 degree landings balconies shelves chajjas lintels bands plain window sills staircases and spiral stair cases above plinth level up to floor five level excluding the cost of centering shuttering finishing and reinforcement with 1:1.5:3(1 cement: 1.5 coars sand ( zone- III ) : graded stone aggregate 20 mm nominal size ) | - | Cum | - | - |
| 5 | Centring and shuttering including strutting, propping etc. and removal of form work for. Foundation, footings, basesof Columns etc for mass concrete. | - | Sqm | - | - |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access, platform DSR 18/I.No. 5.9.3 | - | Sqm | - | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers. DSR-18/1.No. 5.9.5 | - | Sqm | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. Columns, Pillars, Piers, Abutments, Posts and Struts. Item No. 5.9.6 | - | Sqm | - | - |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars. | - | kg | - | - |
| 10 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 in foundation and plinth inCement mortar 1:4 (1 cement : 4 coarse sand) DSR No. 6.1.1 | - | Cum | - | - |
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