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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.0 LAccepted-AOC AT P O KAPILABHATA BLOCK P S BANGOMUNDA DIST BALANGIR PIN 767040 | KAPILABHATA | BALANGIR | ODISHA | 767040 | ₹40.0 L Quoted ₹33.9 L | L1 | Accepted-AOC ACCEPTED |
| 2 | L1₹33.9 LRejected-Finance AT BHUSLAD PO DEDGAON BLOCK BANGAMUNDA PS SINDHEKELA DIST BOLANGIR PIN 7670354 ODISHA | 7670354 | ₹33.9 L | L1 | Rejected-Finance Rejected |
| 3 | L1₹33.9 LRejected-Finance AT PO KHARIAR DIST NUAPADA | KHARIAR | NUAPADA | ODISHA | ₹33.9 L | L1 | Rejected-Finance Rejected |
| 4 | L1₹33.9 LRejected-Finance AT P O P S LATHOR BLOCK KHAPRAKHOL DIST BALANGIR PIN 767038 | LATHOR | BALANGIR | ODISHA | 767038 | ₹33.9 L | L1 | Rejected-Finance Rejected |
| 5 | L1₹33.9 LRejected-Finance AT LATHOR PO LATHOR PS HARISHANKAR ROAD DIST BALANGIR PIN 767038 | BALANGIR | ODISHA | 767038 | ₹33.9 L | L1 | Rejected-Finance Rejected |
Tender Value
₹39.8 L
EMD Value
₹40,000
Closing Date
5 Jan 2026, 5:00 pmClosed
SE MI DIVISION BALANGIR
O/O THE SE MI DIVISION BALANGIR
Improvement to Mahulpati-I MIP In Tureikela Block of Balangir District Under the Scheme IDF for the year 2025
2025_CEMIB_123814_13
06 (BGR)/ 2025-26
Open Tender
Civil Works - Water Works
90 days
Tureikela
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹40,000
Yes
30 Mar 2026
26 Dec 2025
6 Jan 2026
26 Dec 2025
5 Jan 2026
26 Dec 2025
Clearing shrub jungle and uprooting stumps and small bushes and trees of below 90cm (3ft) girth on pre-measurement and depositing the debrises clear of worksite with all lead and lift complete as directed by the Engineer-in-charge.
Excavation in all kinds of soil including moorum, stoney earth, gravel etc. excepting all kinds of rocks and boulders exceeding 0.014cum in volume for dam base stripping, cut-off trenches, outfall drains and stripping in borrow areas including rough dressing and dumping the excavated materials away from worksite manually within initial lead & lift etc. complete in all respect as directed by the E. I. C.
Excavation, loading, unloading and carriage by mechanical means of all kinds of soil including stoney earth, gravel and moorum etc.interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specification & as directed by E-in-C, within an lead of 1 Km from the place of excavation complete.
Ramming or rolling earth work with light H.R.R. in embankment in layers not exceeding 0.3m as per direction of the Engineer-in-charge
Fine dressing and turfing to the slopes of the dam or dyke with approved quality of compacted dub grass with all leads & lifts including periodical watering with conveyance, collection of turf and supply of all labour and T&P materials required for the work etc. complete as directed by the Engineer in charge including mobilization and demobilization with all incidental charges to finish the item of work and making arrangement for survival of the grass till its full growth. (Measurement is to be taken after full survival of turf on finished level section).
Collecting, conveying and stacking of moorum in regular stack and spreading with consolidation by H.R.R or rammer including watering etc. complete including cost and conveyance & royalty of moorum with all T&P and labour charges required for the item etc. complete as directed by the Engineer-in-charge.
Providing stone riprap to the slopes of earth dam and dyke with quarried and blasted granite stone boulders of size 0.30m and above including dumping on slopes filling interstices with small stones & wedges and packing surface to proper line and levels including fixing wave breakers complete with all leads & lifts complete as directed by the Engineer-in-charge. (No deduction to words voids in finished section.) (Cost of transportation to be added)
Gravel backing to revetments to the required thickness to proper profile of dam including watering including all cost, conveyance and royalty of all materials etc. complete as directed by the Engineer in charge.
Dismantling brick or stone masonry in lime or cement mortar under 3M height including stacking the useful materials for reuse and removing the debris within 50m lead.
Rigid and smooth centering and shuttering for R.C.C. works including false works and dismantling them after casting including cost of materials complete
Supplying, straightening, cutting, bending, binding and tying the HYSD bars and placing in position as reinforcement and anchoring including lapping where necessary, cost of HYSD bars & binding wire with all leads, lifts for bending yard to placement point including cost, conveyance, labour, T&P & all taxes required for this item etc. complete as directed by the Engineer-in-charge.
Cement concrete in M15 grade using 20 mm down graded size crusher broken granite metal of approved quality quarried and free from weathered skin and foreign materials including mixing the materials by use of concrete mixtures and laying concrete in layers not exceeding 0.15 m in depth to required level curing vibrating with vibrators, finishing etc with all leads lifts and delifts complete in all respect to proper profile and leveling including dewatering if necessary and cost, conveyance and royalty and other taxes etc of materials including hire & running charges of the machineries complete as directed by the Engineer - in - Charge. ( Excluding cost of MS rod)
Reinforcement Cement concrete in (M 20) with 20 mm down grade crusher broken hard granite chips quarried & free from weathered skin of approved quality mixing by concrete mixer including hoisting, lowering and laying concrete in position to proper slope and level and compacting by Vibrator in layers not exceeding 0.15m in depth finishing the exposed surface smooth including watering, curing for required period including cost, conveyance, royalty and other taxes of all materials labour, T&P materials required for this item complete as directed by Engineer-in-charge.
Laying and fixing in position R.C.C. spun pipes with collars jointed with cement mortar 1:3 complete excluding cost of spun pipes and collars
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