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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.5 LAccepted-Finance 00 BADAUWAN DAVI JI KE MANDIR KE PASS KONCH KONCH JALAUN UTTAR PRADESH 285123 | JALAUN | UTTAR PRADESH | 285123 | ₹10.5 L | L1 | Accepted-Finance Low Rate |
| 2 | L2₹10.6 LRejected-Finance | ₹10.6 L | L2 | Rejected-Finance High Rate |
Tender Value
Refer Docs
EMD Value
₹21,500
Closing Date
22 Jul 2026, 1:30 pmClosed
Executive Engineer
UPSCIDCO ORAI
Gram Budanpura Block Madhogarh Janapd Jalaun me Maa Ratangadwali Maiya mandir ke pas Teen Shed ka nirman karya (Under scheme V.N. 2026-27) Hon ble Shri Mool Chandra Niranjan Ji, MLA Madhogarh
2026_SCIDC_1169906_1
114/EE/Orai/ET/2026-27
Open Tender
Civil Works - Others
Percentage
90 days
Gram Budanpura Block Madhogarh Janapd Jalaun
Please refer the tender documents
2 documents required · 2 mandatory
₹1,652
Yes
UPSCIDCO
₹21,500
Yes
10 Aug 2026
16 Jul 2026
22 Jul 2026
16 Jul 2026
22 Jul 2026
16 Jul 2026
16 Jul 2026 - 22 Jul 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 |
|---|---|---|---|---|---|
| 1Construction of Teen Shed | |||||
| 1.01 | Clearing jungle including uprooting of rank vegetations grass,buss,Wood trees and sapling of girth upto 30 cm . Measured at a height of 1 metre above ground level & removal of rubbish upto a distance of 50 meters outside the periphery of area cleared. | - | sqm | 1 | - |
| 1.02 | Boring with hydraulic piling rigs with power unit ,providing and ininstalling cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete ,to carry of safe working load not less than specified .excluding the cost of steel reinforcement bul including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete (length of pile for payment shall be measured upto to the bottom of pile cap)-250MM DIA | - | Rmt | 0.8 | - |
| 1.03 | Excavation in foundation in black cotton soil (in Bundelkhand area) including lift upto 1.5 m. and lead upto 30 m. 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 Engineer-in-charge a distance of 30 m. from the foundation (Drain/Edging). | 1 | Cum | - | - |
| 1.04 | Cement concrete with 40 mm gauge stone ballast, approved coarse sand and cement in proportion of 1:5:10 i/c all required for proper completion of work as per directed by Engineer in charge. | - | Cum | 1 | - |
| 1.05 | R.C.C Work 1:1.5:3 Cement ,coarse Sand and Stone Grit mortar in foundation and footing | 1 | Cum | 0.4 | ₹0.4 |
| 1.06 | R.C.C Work 1:1.5:3 Cement ,coarse Sand and Stone Grit mortar in Column | - | Cum | 0.4 | - |
| 1.07 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrougth to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping and hooks.(Roof) | 0.6 | Kg | 0.6 | ₹0.36 |
| 1.08 | M.s iron work in heavy size such as Truss & Purlin i/c all complete as dircted by Engineer in charge as in | - | Kg | - | - |
| 1.09 | One Coat Primer Two Coat Enamel Paint i/c Labour t&p Complete | - | Sqm | 0.4 | - |
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