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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 CrAccepted-Finance GSTIN: 21AIMPP0336J2ZC, 21AUDPP1662J1ZR | ₹1.7 Cr | L1 | Accepted-Finance OK |
| 2 | L2₹1.8 CrAccepted-Finance GSTIN: 21AHHPD5773D2ZQ | ₹1.8 Cr | L2 | Accepted-Finance OK |
Tender Value
₹2.3 Cr
EMD Value
₹2.3 L
Closing Date
18 Apr 2026, 5:00 pmClosed
PA ITDA TILEIBANI
AT-ITDA, Tileibani, Deogarh
CConstruction of 100 seated hostel at Govt Panchayat High School Basalaoi Barkote Deogarh
2026_STSCD_127586_1
ITDA (T)-08 / 2025-26
Open Tender
Civil Works - Others
334 days
Basaloi of Barkote Block
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,800
₹2.3 L
Yes
5 May 2026
8 Apr 2026
20 Apr 2026
8 Apr 2026
18 Apr 2026
8 Apr 2026
8 Apr 2026 - 18 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Ground Floor | - | - | - | - | BI01010001010000000000000515BI0100001112 |
| 2 | EARTH WORK
Earth work in stoney earth and gravels mixed with stone and boulder not exceeding 0.014 cum in volume within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layer not exceeding 0.3m in depth and as per specification approved by the dept.
Ordinary Soil | - | CuM | - | - | - |
| 3 | Extra for every additional lift of 1.5 m or part there of in excavation/ banking excavated or stacked materials
Ordinary Soil | - | CuM | - | - | - |
| 4 | Supplying & Filling foundation trenches , plinth & ditches with clean course river sand well watered and rammed in layers not exceeding 23 c.m. in depth with all lead and lift including cost, conveyance, loading, unloading, stacking,royalties and all taxes of sand,cost & conveyance of water, cost of all Labour,labour cess,T&P required for the work etc. complete in all respect as directed by the Engineer- in -charge. | - | CuM | - | - | - |
| 5 | Back filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5m. | - | CuM | - | - | - |
| 6 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | - | SqM | - | - | - |
| 7 | PLAIN & REINFORCEMENT CONCRETE
Providing and laying P.C.C[1:3:6] using 4cm size metal etc in foundation and floors using cement , 40 mm size crusher broken H.G.Metal and screened and washed sharp river sand for mortar of approved quality and from approved quarry including hoisting ,lowering and laying concrete to the required level, ramming ,watering and curing etc | - | CuM | - | - | - |
| 8 | Providing and laying in position ready mixed M25 grade concrete having compressive strength at 28 days test not lessthan 250kg/sq.cm for reinforced cement concrete work using cement content as per approved design mix etc including Rigid & smooth centering and shuttering.
For R.C.C foundation, footing bases of column,mass concrete, pre-cast etc. | - | CuM | - | - | - |
| 9 | For R.C.C plinth band etc. | - | CuM | - | - | - |
| 10 | For Beam & Coloum
Ground Floor | - | CuM | - | - | - |
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