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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹49.5 LAdmitted-Finance | -0.50% | ₹49.5 L | L1 | Admitted-Finance |
| 2 | L2₹49.6 LAdmitted-Finance MOHALLA GANGA VIHAR DADRI DISTT GAUTAMBUDHNAGAR U P | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201008 | -0.25% | ₹49.6 L | L2 | Admitted-Finance |
| 3 | L3₹50.8 LAdmitted-Finance | +2.00% | ₹50.8 L | L3 | Admitted-Finance |
Tender Value
₹49.8 L
EMD Value
₹1 L
Closing Date
21 May 2026, 5:00 pmClosed
SM_TENDER CELL
GNIDA OFFICE
Construction and Repair of Boundary wall, Class Rooms and Toilet of Composite School in Village Salempur Gurjar, Greater Noida.
2026_GNIDA_1147667_2
SM/(E-TENDER CELL)/(WC-8)/2026/926 DATED-08.05.2026
Open Tender
Civil Works
180 days
GREATER NOIDA
REFER TENDER DOCUMENT
5 documents required · 5 mandatory
₹1,090
₹1 L
3 Jun 2026
12 May 2026
25 May 2026
12 May 2026
21 May 2026
12 May 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) | |||||
| 1.01 | Depth from 0.0 to 1.5M below G.L. | - | Cum | - | - |
| 2Cartage of earth or fly ash when added to schedule item no. 253 : 1st Km. (if lead is beyond ½ Km) SOR-20/261(b)) | |||||
| 3Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads. Transporting to site, spreading, grading to required slope and compacted to meet requirement of Table No 300-2: lead upto of 5.00KM (MORTH--20/305/3.18) | |||||
| 4Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.(DSR-18/11.2) | |||||
| 5Cement 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 | |||||
| 5.01 | 8:4:1 (1 Cement 4: Coarse sand :8 graded stone aggregate 40mm nominal size) (SOR-20/281/5.08) | 1 | Cum | - | - |
| 6 | Providing and laying 80mm thick ISI mark Factory made cement concrete interlocking Paver block made by block making machine with strong vibratory compaction of approved size, Zig Zag shape, laid in grey colour of M-40 and pattern over and including average 50mm compacted bed and fine sand and filling the joints with fine sand all complete as per direction of engineer-in-charge with GNIDA/A.R. | 1 | Sqm | - | - |
| 7M-150 brick work in 1:4 cement & fine 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 fine 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)) | |||||
| 8M-150 brick work in 1:6 cement & fine sand 1.25 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 fine send of 1.25 F.M. mortar (SOR-20/305) Same as item no 305 but in 1:4 on 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) As in item 309 above but for walls of one brick thick, add for extra labour to the rate of item no. 309 (SOR-20/310/6.08) | |||||
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