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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.3 LAdmitted-Finance | -45.50% | ₹4.3 L | L1 | Admitted-Finance |
| 2 | L2₹4.9 L+₹65,793.20 (15.4%)Admitted-Finance AWNJAPUR CHANDAULI | CHANDAULI | UTTAR PRADESH | 221009 | -37.10% | ₹4.9 L+₹65,793.20 (15.4%) | L2 | Admitted-Finance |
| 3 | L3₹7.4 L+₹3.2 L (74.0%)Admitted-Finance | -5.15% | ₹7.4 L+₹3.2 L (74.0%) | L3 | Admitted-Finance |
| 4 | L4₹7.7 L+₹3.4 L (80.7%)Admitted-Finance | -1.50% | ₹7.7 L+₹3.4 L (80.7%) | L4 | Admitted-Finance |
| 5 | L5₹7.7 L+₹3.5 L (81.5%)Admitted-Finance KM 175 A GROUND FLOOR KAVI NAGAR GHAZIABAD U P | GHAZIABAD | UTTAR PRADESH | 201001 | -1.08% | ₹7.7 L+₹3.5 L (81.5%) | L5 | Admitted-Finance |
Tender Value
₹7.8 L
EMD Value
₹16,000
Closing Date
25 Jun 2026, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Construction of Boundary wall (Khasra No-60) in Village Tilapta Karanwas, Greater Noida.
2026_GNIDA_1160676_1
SM/(E-TENDER CELL)/2026/758 DATED-11.06.2026
Open Tender
Civil Works
Fixed-rate
90 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹840
₹16,000
6 Aug 2026
16 Jun 2026
29 Jun 2026
16 Jun 2026
25 Jun 2026
16 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 |
|---|---|---|---|---|---|
| 1Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 M and lead upto 30.00M and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer incharge upto a distance of 30m from the foundation trenches (where machine con not reach/move) (SOR-20/251 (A)/4.1.1) | |||||
| 2Cement concrete with 4cm gauge Approved stone ballast coarse sand & cement in the proportion of 8:4:1 including supply of all materials labour tools & Plants etc required for proper completion of the work | |||||
| 2.01 | 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) | - | Cum | - | - |
| 3M-150 brick work in 1:4 cement & Coarse sand 2.20 FM mortar in foundation and plinth including supply of all material labour and T&P etc required for proper completion of the work. (SOR-20/303) same as item no 303 but in 1:4 one cement & four coarse sand of 1.25 F.M. mortar. (SOR-20/305) Same as item no 305 but in 1:4 one cement & four coarse sand of 2.20 F.M. mortar. (SOR-20/305(A)) | |||||
| 4M-150 brick work in 1:4 cement & Coarse sand 2.20 FM mortar in foundation and plinth including supply of all material labour and T&P etc required for proper completion of the work. (SOR-20/303/6.02) Same as item no. 303 but in 1:4 one cement & four Coarse sand of 1.25 F.M. mortar. (SOR-305/6.04) Same as item no 305 but in 1:4 one cement & four coarse sand of 2.20 F.M. mortar. (SOR-20/305(a)) As item 303 to 307 above but in superstructure including necessary Cutting & moulding of brick as required thickness of wall not to be less than 1½ brick. Add extra labour to above items. (SOR-20/309/6.07) | |||||
| 512 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) (DSR-18/13.4.2) | |||||
| 6Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 18/10.25) | |||||
| 6.01 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. (DSR-18/10.25.2) | - | Kg | - | - |
| 7Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used. (DSR-18/16.17) | |||||
| 7.01 | With G.I. barbed wire (DSR-18/16.17.1) | - | Rmt | 1 | - |
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