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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.8 CrAdmitted-Finance | -22.72% | ₹5.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.8 CrAdmitted-Finance SHAIKH BAZAR BUXIBAZAR CUTTACK | BALESHWAR | ODISHA | 754223 | -22.43% | ₹5.8 Cr | L2 | Admitted-Finance |
| 3 | L3₹5.9 CrAdmitted-Finance | -21.57% | ₹5.9 Cr | L3 | Admitted-Finance |
| 4 | L4₹6.0 CrAdmitted-Finance | -20.20% | ₹6.0 Cr | L4 | Admitted-Finance |
| 5 | L5₹6.0 CrAdmitted-Finance | -19.49% | ₹6.0 Cr | L5 | Admitted-Finance |
Tender Value
₹7.5 Cr
EMD Value
₹7.5 L
Closing Date
11 May 2026, 5:00 pmClosed
CHIEF CONSTRUCTION ENGINEER
Chief Construction Engineer Jeypore R and B circle Jeypore
Construction of proposed 200 bedded Boys Hostel for Government Polytechnic at Jeypore in the District of Koraput for the year 2025-26 as per Lr No.4982 dt.08.04.2025 of DTE and T, Odisha, Cuttack Buildings.
2026_EICCL_128499_1
CCEJC RandB 02 2026 27
National Competitive Bid
Civil Works - Buildings
330 days
Koraput
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
₹7.5 L
Yes
20 Jun 2026
27 Apr 2026
12 May 2026
27 Apr 2026
11 May 2026
27 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 | CIVIL WORK
Earth work in excavation of foundation in all kinds of soil including hard moorum, stoney earth, earth mixed with boulders (except sheet rock and boulders requiring blasting) with all leads and lifts for guard wall including dressing & levelling the bed and depositing the excavated earth at places away from work site with all leads and lifts including cost of all labour T&P required for the work etc. complete and as directed by the Engineer-in-charge. | 1,815.46 | cum | 276.89 | ₹5,02,682.72 | NI-583-8949-1 |
| 2 | Filling F & P with excavated earth. including cost of all materials and labour etc.complete and as directed by the Engineer-in-charge. | 1,086.14 | cum | 152.31 | ₹1,65,429.98 | NI-583-8949-2 |
| 3 | Carraige of earth by mecahnical means with cost of all lead & lift upto 5Km. including cost of all labour,T&P etc complete. and as directed by the Engineer-in-charge. | 1,086.14 | cum | 278.77 | ₹3,02,783.25 | NI-583-8949-3 |
| 4 | Providing Antitermite treatments as per ISI specification including making holes 3'0" C/C both ways injecting chemical with water in propertion(1:20) or any approved propertion by the EIC & treatment to choukath sides & wall junction. Cost & conveyance of all materials, labours, T&P etc complete. as per direction of EIC. | 1,282.72 | sqm | 131 | ₹1,68,036.32 | NI-583-8949-4 |
| 5 | Filling in foundation trenches and plinth with good river sand well watered and rammed in layers not eceeding 23cm. In depth with all leads and lifts including cost, conveyance, royalties and taxes of all materials, cost of all albour, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer-in-charge. | 599.47 | cum | 565.38 | ₹3,38,928.35 | NI-583-8949-5 |
| 6 | Cement concrete of proportion (1:3:6) in foundation and floors using 4cm (3/2 inch) size clean black broken granite metal of approved quality from approved quarry including hoisting, lowering and laying in layers not excedding 15cm. (6 inch) thick to the required level, ramming, watering, curring including frame work etc. complete including cost, conveyance, royalties and taxes of all materials and labour with T&P required for the work etc. complete as directed by the Engineer-in-charge. | 200.98 | cum | 5,600.46 | ₹11,25,580.45 | NI-583-8949-6 |
| 7 | Plain Cement Concrete (1:2:4) using 6mm to 18mm (1/4 inch to 3/4 inch) size (18mm not to exceed 25%) hard black broken granite chips of approved quality from approved quarry including hoisting, lowering and laying concrete, watering and curing including cost of all labour T&P royalties etc. required for the work as directed by the Engineer in Charge. | 9.89 | cum | 7,209.07 | ₹71,297.7 | NI-583-8949-7 |
| 8 | RCC of M-25 grade (equivalent to a nominal mix of proportion 1:1.5:3) as per approved designs and drawings having a minimum compressive strength (in work test) of 200kg/cm2 in 15 cm cubes at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using 12mm to 20mm size black hard crusher broken granite chips (20mm size chips not to exceed 25%) and screened and washed sharp sand for mortar of approved quality from approved qarry to be mixed in concrete mixture including hoisting, lowering, laying and compacting concerete by using vibrators, watering and curing for 28 days, centring and shuttering then after dismantling and removing debries from the work site and finishing the exposed surface smooth including cost, conveyance, royalties and taxes of all materials and cost of all labours, sundries, T&P, required for the work etc. complete but excluding cost and conveyance of M.S. rods or Tor steel and binding wires of 18 to 20 guage and labour charges for straightening, cutting, bending etc. of M.S. rods or Tor steel tying the grills and placing in proper position in all floors as directed by the Engineer in Charge. Column footing | 809.19 | cum | 6,435.11 | ₹52,07,226.66 | NI-583-8949-8 |
| 9 | Plinth Beam | 4.27 | cum | 7,305.45 | ₹31,194.27 | NI-583-8949-9 |
| 10 | Column Superstructure Ground floor | 62.71 | cum | 15,698.02 | ₹9,84,422.83 | NI-583-8949-10 |
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