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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹20.3 LAccepted-AOC AT PO BHIMPUR GP SAMANTIAPALLI PS JARADA DIST GANJAM ODISHA PIN 761004 | BHIMPUR | GANJAM | ODISHA | 761004 | ₹20.3 L | 1st | Accepted-AOC Win due to 1st Lowest |
| 2 | 2nd₹22.4 L+₹2.0 L (9.98%)Rejected-AOC | ₹22.4 L+₹2.0 L (9.98%) | 2nd | Rejected-AOC Reject due to 2nd Lowest |
| 3 | 3rd₹25.2 L+₹4.9 L (24.0%)Rejected-AOC KHATI SAHI PO CHILIKA NUAPADA DS KRUSHNA PRASAD GANJAM ODISHA PIN 752011 | PURI | ODISHA | 752011 | ₹25.2 L+₹4.9 L (24.0%) | 3rd | Rejected-AOC Reject due to 3rd Lowest |
| 4 | 4th₹26.6 L+₹6.3 L (31.0%)Rejected-AOC | ₹26.6 L+₹6.3 L (31.0%) | 4th | Rejected-AOC Reject due to 4th Lowest |
| 5 | 5th₹28.1 L+₹7.7 L (38.0%)Rejected-AOC | ₹28.1 L+₹7.7 L (38.0%) | 5th | Rejected-AOC Reject due to 5th Lowest |
Tender Value
₹40.7 L
EMD Value
₹40,700
Closing Date
30 Mar 2026, 4:00 pmClosed
SE R and B Division No I Berhampur
SE R and B Division No I Berhampur
Annual repair of (U.C.P)Engineering School,Old Boys Hostel such as providing,Felt treatment,Grading,Cover slab,Replacement of Door and window,Painting work etc at Berhampur
2026_EICCL_127546_1
SE R and B Divn NoI Bam 72/2025-26
Open Tender
Civil Works - Buildings
Percentage
365 days
Berhampur
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹40,700
Yes
21 Sept 2026
24 Mar 2026
31 Mar 2026
24 Mar 2026
30 Mar 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 |
|---|---|---|---|---|---|
| 1Dismentalling brick or stone masonry in lime or cement mortar under 3m height.scaffolding, staging charges with cost conveyance cess and royalties of all materials and labour with T&P required for the work etc. complete in all respect in all floors. | |||||
| 2Dismentalling A.C.C/ G.C.I sheet roofing after carefully removing the nuts including stacking the materials for re-use and removing the debris with in 50m lead, including cost of all labour with T&P etc. complete. | |||||
| 3Removing old tarfelt from roof slab, cleaning the surface, lowering and removing the debris with in 50m lead including cost of all labour with T&P etc. complete. | |||||
| 4Earthwork in excavation in all types of soil for site leveling, foundation, pits, trenches and other civil works upto and including 2.4metre depth and stacking the soil upto a lead of 101 metre and including dewatering, removing slush, shoring and strutting (as required), complete as per specification and as directed by the Engineer-In-Charge. | |||||
| 5Supplying and filling in foundation and plinth with good quality river sand including watering, ramming with cost, conveyances, royalties of all materials and cost of all labour with T&P required for the work etc. complete as per specification & direction of Engineer-in-charge | |||||
| 6 | Cement concrete of proportion (1:3:6) in foundation and plinth using 4cm size clean hard black crusher broken granite stone metal of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15 cm. (6") thick to the required level ramming, watering, curing etc. complete including cost, conveyance, royalties of all materials with all labour and T&P required for the work etc. complete in all respect and as per the direction of the Engineer-in-charge. | - | Cubic Meters | 6,132.54 | - |
| 7 | Fly Ash Brick masonry in C.M. (1:6) using 9" size using of 23cmx11cmx8cm size brick in Super Structure having a crushing strength of not less than 75 kg per Sq.cm including splays, cuttings, circular moldings, watering & curing for 7 days, cost, conveyance, royalties of all materials, labour with T&P etc. complete in all respect as directed by the Engineer-in-charge | 9.82 | Cubic Meters | 5,855.7 | ₹57,502.97 |
| 82.5cm thick grading concrete of proportion (1:2:2) over roof including cost, conveyance, royality cess of all materials, all taxes, T&P etc required for the work complete in respect, as per specification & direction of the Engineer-in-Charge. | |||||
| 9Waterproofing application:- Providing and application of two component polymer modified flexible cementitious waterproofing coating at a thickness of 1.5 -2.5 mm The membrane should have Elongation equal or more than: 30% Crack Bridging ability : Up to 1 mm Adhesive strength: 1.0 N/mm² @ 28d Tensile elongation: 60% @ 20°C Shore A Hardness >85 (between 3 - 7 days) etc. as per direction of E.I.C (For longer span, in terrace panel of 4m*4m should be done by groove cutting, and filling with PU Sealant) (Make-Myk, Fosroc, Sika) | |||||
| 10Providing & laying water proofs with polymetric bituninous membrance Plastic felt of 2.25 Kg/sqm & 1.50mm thickness consisting of layers having centre core of 20 micron thermoplastic high molecular high density polythylens H.M.H.D.P.E. film of grade 2504 including priming the surface with bituminious primer @ 0.3 Kg/Sqm. providing a coat of hot blown bitumen of 1.32 Kg/Sqm applying & laying plastic felt membrance with 10cm. overlaping adhered to blown bitumen of 85/25 or 90/15 grade & covered with a layer of hot bitumen @ 1.2 Kg/sqm etc. complete including cost of al materials & labour etc. complete as per the direction of Engineer-in-Charge. | |||||
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