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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹66.6 LAdmitted-Finance VILLAGE GWARAU KALAN HATHRAS HATHRAS UTTAR PRADESH 204212 | HATHRAS | UTTAR PRADESH | 204212 | -15.88% | ₹66.6 L | L1 | Admitted-Finance |
| 2 | L2₹68.3 L+₹1.7 L (2.58%)Admitted-Finance | -13.71% | ₹68.3 L+₹1.7 L (2.58%) | L2 | Admitted-Finance |
| 3 | L3₹70.3 L+₹3.7 L (5.56%)Admitted-Finance | -11.20% | ₹70.3 L+₹3.7 L (5.56%) | L3 | Admitted-Finance |
| 4 | L4₹70.7 L+₹4.1 L (6.13%)Admitted-Finance BHAGGI BHAWAN JANAKPUR PANNA PANNA MADHYA PRADESH 488001 INDIA | PANNA | PANNA | MADHYA PRADESH | 488001 | -10.72% | ₹70.7 L+₹4.1 L (6.13%) | L4 | Admitted-Finance |
| 5 | L5₹72.6 L+₹6.0 L (9.02%)Admitted-Finance | -8.29% | ₹72.6 L+₹6.0 L (9.02%) | L5 | Admitted-Finance |
Tender Value
₹79.2 L
EMD Value
₹1.9 L
Closing Date
8 Jul 2026, 5:00 pmClosed
GM-CIVIL
Main Administrative Building Sector-6 Noida
M/o Village (Repairing of C.C. Road, Drain, P/F M.S. Jaal and Drain Cover in Village- Basai) Noida
2026_NOIDA_1163371_1
96/GM/SM(WC-05)/2026-27
Open Tender
Civil Works
Fixed-rate
180 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,832
NOIDA
₹1.9 L
12 Aug 2026
24 Jun 2026
9 Jul 2026
24 Jun 2026
8 Jul 2026
24 Jun 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 in over area ( exceeding 30cm in depth, 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.. All kinds of soil. The contrector has to detect different utilites like sewer line water supply line elecctric cable telephone cable gas pipe line etc. using utility detecting machine before start of excavetion and shall start excavetion only after getting permission of Engineer -in Charge . | 427 | cum | 136 | ₹58,072 |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge | 90 | cum | 923.42 | ₹83,107.8 |
| 3 | 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 mortar | 7 | cum | 779.76 | ₹5,458.32 |
| 4 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum 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.. All kinds of soil. The contrector has to detect different utilites like sewer line water supply line elecctric cable telephone cable gas pipe line etc. using utility detecting machine before start of excavetion and shall start excavetion only after getting permission of Engineer -in Charge . | 132 | cum | 144.95 | ₹19,133.4 |
| 5 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) | 80 | cum | 5,214.8 | ₹4,17,184 |
| 6 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand ) | 835 | sqm | 176.77 | ₹1,47,602.95 |
| 7 | Neat cement punning | 835 | sqm | 39.13 | ₹32,673.55 |
| 8 | Centring and shuttering including strutting, Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.propping etc. and removal of form for : | 114 | sqm | 181.64 | ₹20,706.96 |
| 9 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size. | 50 | cum | 7,790.67 | ₹3,89,533.5 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform. | 100 | sqm | 385.68 | ₹38,568 |
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