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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.4 LAccepted-Finance | L1 | Accepted-Finance L1 bidder | |
| 2 | L2₹33.9 L+₹1.5 L (4.59%)Rejected-Finance | L2 | Rejected-Finance L2 bidder | |
| 3 | L2₹33.9 L+₹1.5 L (4.59%)Rejected-Finance | L2 | Rejected-Finance L2 bidder | |
| 4 | L3₹35.1 L+₹2.6 L (8.10%)Rejected-Finance | L3 | Rejected-Finance L3 bidder | |
| 5 | L4₹36.0 L+₹3.5 L (10.8%)Rejected-Finance | L4 | Rejected-Finance L4 bidder |
Tender Value
₹42.4 L
EMD Value
₹42,500
Closing Date
14 May 2026, 1:30 pmClosed
PAITDA, MALKANGIRI
ITDA office Near Telephone Exchange, Malkangiri
Const. of Additional Classroom at Dr. Shyama Prasad Degree College, MV-79 in Kalimela Block
2026_STSCD_128666_4
ITDAMKG-01/2026-27
Open Tender
Civil Works - Buildings
Percentage
180 days
Malkangiri
B Class
2 documents required · 2 mandatory
₹6,000
₹42,500
Yes
24 Sept 2026
30 Apr 2026
15 May 2026
30 Apr 2026
14 May 2026
30 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 |
|---|---|---|---|---|---|
| 1 | Earth work excavation in foundation in hard soil including stony earth, and gravel mixed with boulders with all leads and lifts and to the required depth including shoring, shuttering, propping bullahs, piling de watering from foundation dressing and leveling bed supplying and working pumps staking the excavated materials away from working area as directed by the E.I.C etc in all respects with coffer dam if required as per specification including cost of all materials hire and running charges of the machineries T & P etc. required for the work. | 36.34 | 1 cum | 276.89 | ₹10,062.18 |
| 2 | Filling in foundation and plinth with excavated materials including watering and ramming including cost of all materials, conveyance, all taxes and royalties, loading and unloading, including cost of all labour, T&P, sundries etc. complete as per direction of the Engineer-in-charge. | 86.22 | 1 cum | 564.56 | ₹48,676.36 |
| 3 | Cement concrete (1:4:8) in foundation using 40 mm size clean hard black broken granite metal free from skin & weather skin of approved quality from approved quarry including hoisting, lowering and laying in layers not exceeding 15 cm thick to the required level, ramming, compacting to proper thickness, watering and curing etc. complete with cost conveyance, royalty and all taxes of materials, cost of labour, T &P and machineries etc. completed in all respect as directed by the E.I.C | 38.37 | 1 cum | 5,914.32 | ₹2,26,932.46 |
| 4 | Rate with Centering & Shuttering | 6.82 | 1 cum | 6,288.41 | ₹42,886.96 |
| 5 | R.C.C. work (M-25) in plinth band, slab, chajja having a minimum compressive strength (in work test) of 150 Kg/cm sqm in 15 cm. Cubes at 28 days with IS 456 and 516 using 12 mm to 20 mm size (20mm Not to exceed 25 %) hard black crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering, laying and compaction concrete watering an curing for 4 weeks, (Including centering, shuttering) and finishing the exposed surfaces smooth with cost, conveyance, royalties and taxes of all materials and labour with T&P required for the work etc. complete in all respect but excluding the cost and conveyance of HYSD/ M.S. rods or Tor steel (SAIL) and binding wire of 18 to 20 gauge and labour charges for straightening, cutting, bending, binding etc. of the M.S. rods of Tor steel and binding wire and tying the grills and placing in proper position as directed by the E.I.C
a) Column base | 14.66 | 1 cum | 7,775.29 | ₹1,13,985.75 |
| 5.01 | b) Column
Ground Floor | 4.58 | 1 cum | 19,405.5 | ₹88,877.19 |
| 5.02 | 1st Floor | 4.58 | 1 cum | 20,811.9 | ₹95,318.5 |
| 5.03 | c) Plinth Bend | 8.26 | 1 cum | 8,648.2 | ₹71,434.13 |
| 5.04 | d) Beams & Columns
Ground Floor | 7.22 | 1 cum | 19,405.5 | ₹1,40,107.71 |
| 5.05 | 1st Floor | 6.96 | 1 cum | 20,811.9 | ₹1,44,850.82 |
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