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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹99.7 LAccepted-Finance HN 34 WARD NO 2 AT AND PO HINAUTI TEHSIL SIHAWAL DISTT SIDHI M P | SIDHI | MADHYA PRADESH | 486670 | ₹99.7 L | L1 | Accepted-Finance Low Rate |
| 2 | L2₹99.9 LRejected-Finance 6 BAGIYA ADDA PACHAWALI RAOD ETAWAH UP PIN 206001 | ETAWAH | ETAWAH | UTTAR PRADESH | 206001 | ₹99.9 L | L2 | Rejected-Finance High Rate |
Tender Value
Refer Docs
EMD Value
₹2 L
Closing Date
11 Aug 2026, 1:30 pmClosed
Superintending Engineer
UPSCIDCO JHANSI
Construction of Govt High School Patauaa, Block Birdha Lalitpur under Scheme Rastriya Madhyamik Shiksha Abhiyan
2026_SCIDC_1173541_1
25/SE/Jhansi/Lalitpur/ET/26-27
Open Tender
Civil Works - Others
Percentage
270 days
Patauaa, Block Birdha Lalitpur
Please Refer the Tender Document
2 documents required · 2 mandatory
₹2,360
Yes
UPSCIDCO
₹2 L
Yes
14 Aug 2026
31 Jul 2026
11 Aug 2026
31 Jul 2026
11 Aug 2026
31 Jul 2026
31 Jul 2026 - 11 Aug 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 |
|---|---|---|---|---|---|
| 1High School building | |||||
| 1.01 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | - | Sqm | - | - |
| 1.02 | 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 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the xcavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | - | Cum | 0.4 | - |
| 1.03 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and
watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | - | Cum | 0.2 | - |
| 1.04 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | - | Cum | 0.6 | - |
| 1.05 | Cement concrete in 1:4:8 with cement, sand and 4cm .(1.5") gauge Approved granite stone ballast (crusher broken) in foundation including supply of all materials, labours and T&P etc. required for proper completion of work. | - | Cum | 0.4 | - |
| 1.06 | R.C.R Stone Masonery work in foundation in1:6 cement :sand mortar | - | Cum | 0.6 | - |
| 1.07 | M 150 brick work in 1:6 cement and Coarse fine sand mortor in foundation and plinth i/c all complete as chapter 6 as S.I. No 303 | 1 | Cum | 0.4 | ₹0.4 |
| 1.08 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) Footing | 1 | Cum | 1 | ₹1 |
| 1.09 | Providing and injecting chemical for pre-constructional anti-termite treatment and chemical barrier under and around the coloumn pits wall trenches basement excavation top surfaces if plinth filling junction of wall and floor, along the external per meter of binding expansion joints surrounding of pipes and conduit etc, complete . | - | Sqm | 0.6 | - |
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