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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹10.1 LAccepted-AOC AT BIG STREET KIDIGAM PO KASHINAGAR DIST GAJAPATI PIN 761206 | KASHINAGAR | GAJAPATI | ODISHA | 761206 | ₹10.1 L | L2 | Accepted-AOC Awarded (Selected through Transparent Lottery System) |
| 2 | L2₹10.1 LRejected-AOC | ₹10.1 L | L2 | Rejected-AOC L1 unsuccessful bidder in the transparent lottery system |
| 3 | L2₹10.1 LRejected-AOC VILL PO KIDIGAM PS KASHINAGAR DIST GAJAPATI ODISHA PIN 761206 | KASHINAGAR | GAJAPATI | ODISHA | 761206 | ₹10.1 L | L2 | Rejected-AOC L1 unsuccessful bidder in the transparent lottery system |
| 4 | Rejected-Technical | - | - | Rejected-Technical Schedule H Not-Furnished |
| 5 | Rejected-Technical AT KAITHADA GOSANI PO GURANDI DIST GAJAPATI ODISHA PIN 761210 | GURANDI | GAJAPATI | ODISHA | 761210 | - | - | Rejected-Technical Schedule H Not-Furnished |
Tender Value
₹10.1 L
EMD Value
₹10,200
Closing Date
7 Apr 2026, 5:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer Paralakhemundi R and B Division
Extension of One stop Centre at Paralakhemundi in the district of Gajapati for the year 2025-26 (Civil and EI)
2026_EICCL_127487_1
SE PKD RandB DIVN 22/2025 26
Open Tender
Civil Works - Buildings
Percentage
60 days
Gajapati
2 documents required · 2 mandatory
₹6,000
₹10,200
Yes
7 Jul 2026
24 Mar 2026
8 Apr 2026
24 Mar 2026
7 Apr 2026
24 Mar 2026
24 Mar 2026 - 30 Mar 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 |
|---|---|---|---|---|---|
| - | Earthwork in hard soil with initial lead and lift including rough dressing and breaking the clods to maximum 5cm to 7cm in size and laying the layers notexceeding 0.30m in depth as per specification and approved by the department. Cycle Shed Column | - | cum | - | - |
| - | Providing and laying cement concrete (1:2:4) using 12mm size black hard granite crusher broken chips and screened and washed sharp river sand of approved quality from approved quarry as per approved design including hoisting, lowering, laying and compacting to proper thickness, watering and curing for the required period, finished smooth , providing grooves or beads where necessary including cost, conveyance, royalty of all materials with labour, labour CESS , and T&P etc. required to complete the work in all respect including dewatering if required as per direction of the Engineer-in-Charge. Cycle Shed Column | - | cum | - | - |
| - | R.C.C. work with M-20 grade In Different RCC Works having minimum compressive strength in work test of 200 Kg/Cm² in 15cm cubes at 28 days after mixing and texts conducted in accordance with relevance IS code using 20 mm and downgraded size black hard granite crusher broken stone chips and screened and washed sharp river sand of approved quality and from approved quarry including hoisting lowering and laying concrete and compacting by using vibrator, watering, curing for 28 days, including cost of centering & shuttering and finishing the exposed surface smooth providing grooves or beads where necessary including cost, conveyance, royalty of all materials , cost of all labour, labour CESS T&P etc. required for complete the work in all respect but excluding cost and conveyance of M.S. rods or Tor steel & binding wires and labour charges for strengthening, cutting, bending grills and placing in proper position as per the direction of the Engineer-in-Charge.
RCC COLUMN SUPERSTRUCTURE | - | cum | - | - |
| - | RCC LINTEL | - | cum | - | - |
| - | RCC CHAJJA | - | cum | - | - |
| - | RCC BEAM | - | cum | - | - |
| - | RCC ROOF SLAB | - | cum | - | - |
| - | Supplying, fitting and placing uncoated SeQR TMT bar reinforcement including straightening bent up or coiled rods, cutting, bending, cranking, hooking, welding or jointing (if required) and binding, tying and placing in proper position as required for RCC works including cost, conveyance of steel and binding wires of 18 to 20 gauge and cost of all labour, labour CESS T&P etc. required for complete the work in all respect as per drawing and technical specification and directed by the Engineer-in-charge. (Weight of reinforcement shall be calculated on the basis of IS 1732, wastage ,overlaps, couplings, welded joints ,spacer bars, chairs, stays, and annealed steel wire or other method of binding &placing shall not be considered for payment). First Floor | - | qtl | - | - |
| - | Fly ash brick masonry in cement mortar (1:6) in Super structure using Fly ash bricks of (23x11x8cm) size having a crushing strength of not less than 75 kg per Sq.cm with dimensional tolerance + 8 percent after immersing Bricks in water till saturation before use , including splays cutting, circular molding, chamfering, corbelling and all similar type of operations with all necessary projections watering, curing etc. complete including cost, conveyance, royalties, of all materials, cost of all labour, labour CESS T&P ,Scaffolding as required etc. complete in all respect as drawing and technical specifications and as per directed by the Engineer-in-charge. First Floor | - | cum | - | - |
| - | Supplying, fitting & fixing in all floors of M.S. grills, grill gates, M.S. gates, garage door, collapsible gates with top and bottom rails, steel windows, critical frames for windows, stair case and parapet railing made out of M.S Square bar/ flat including stair case hand railing with 40mm. dia G.l.pipe etc. including painting two coats over a coat of redoxide primer as per approved drawing and design with cost of all materials & labour, labour cess, T&P, sundries etc. complete in all respect as per specification & direction of the Engineer-in-Charge. | - | kg | - | - |
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