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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Qualified |
| 2 | Accepted-Technical | Accepted-Technical Qualified |
| 3 | Accepted-Technical | Accepted-Technical Qualified |
| 4 | Accepted-Technical | Accepted-Technical Qualified |
| 5 | Accepted-Technical | Accepted-Technical Qualified |
Tender Value
₹52.2 L
EMD Value
₹52,182
Closing Date
27 Jul 2026, 5:30 pmClosed
Superintending Engineer
Office of the Superintending Engineer R and B Division Jagatsinghpur
Construction of Boundary Wall for Additional 04 Acres Govt. Land of Govt. ITI, Paradeep in the District of Jagatsinghpur for the year 2026-27.
2026_EICCL_135673_1
NOTICE NO.S.E. JSPR (R-B)-08 OF 2026-27_1
Open Tender
Civil Works - Buildings
Percentage
180 days
Office of the S.E Jspur R and B Division
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹52,182
Yes
1 Sept 2026
13 Jul 2026
28 Jul 2026
13 Jul 2026
27 Jul 2026
13 Jul 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 in excavation of foundation trenches in hard soil including dressing of sides and levelling the bed up to the required depth and depositing the excavated materials away from the work site within 50m initial lead & 1.5m initial lifts with sundries & T&P required for the work complete as directed by the Engineer in charge. | 469.8 | Cum | 282.89 | ₹1,32,901.72 |
| 2 | Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. in depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as per direction by the Engineer in charge. | 62.64 | Cum | 965.25 | ₹60,463.26 |
| 3 | Providing and laying P.C.C. (1:3:6) in foundation and floors using 4 cm. size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality and from approved quarry including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, royalties, taxes of all materials and cost of all labours, T&P etc complete as per the direction of the Engineer -in –charge. | 41.76 | Cum | 6,855.96 | ₹2,86,304.89 |
| 4 | Fly ash brick masonry in cement mortar (1:6) using fly ash bricks of 10” size having a crushing strength of not less than 75 kg per Sq.cm with dimensional tolerance + 8 percent after immersing Bricks for six hours in waters before use with all necessary projections, splays cutting, circular moulding, chamfering, corbelling, watering, curing etc. complete including cost, conveyance, royalties, taxes of all materials, cost of all labour, all T&P etc. complete in all respect as directed by the Engineer-in-charge.(Foundation & Plinth) | 136.84 | Cum | 5,681.11 | ₹7,77,403.43 |
| 5 | R.C.C. work of M-20 grade having minimum compressive strength in work test of 200 Kg/Cm2 at 28 days using 20 mm and down graded size black hard crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering and laying concrete and compacting by using vibrators watering, curing for 28 days, centring & shuttering and finishing the exposed surface smooth providing grooves or beads where necessary in all floors including cost, conveyance, royalties and taxes of all materials , cost of all labour with cost of all T&P required for the work etc. complete in all respect but excluding cost and conveyance of M.S. rods or steel & binding wires and labour charges for strengthening, cutting, bending grills and placing in proper position.
(Colomn Base) | 50.04 | Cum | 7,621.44 | ₹3,81,376.86 |
| 6 | RCC M-20 Plinth Beam | 27.19 | Cum | 8,495.84 | ₹2,31,001.89 |
| 7 | RCC M-20 Column | 16.31 | Cum | 17,004.29 | ₹2,77,339.97 |
| 8 | RCC M-20 Lintel Band | 17.4 | Cum | 15,335.2 | ₹2,66,832.48 |
| 9 | Straightening cutting, bending bent up or coiled rods, including cranking, hooking, welding or jointing the M.S. rods or tor confirming to I.S. 432 (Plain) and 1785 (Tor) steel and binding, tying the grills, hoisting, lowering and placing in proper position required for R.C.C. works including cost, conveyance and taxes of M.S. rods or tor steel and binding wires of 18 to 20 gauge and cost of all labour with all T&P required for the work etc. complete as directed by the Engineer- in-Charge. | 100.07 | Qntl. | 9,304.53 | ₹9,31,104.32 |
| 10 | Fly ash brick masonry in cement mortar (1:6) using fly ash bricks of 10” size having a crushing strength of not less than 75 kg per Sq.cm with dimensional tolerance + 8 percent after immersing Bricks for six hours in waters before use with all necessary projections, splays cutting, circular moulding, chamfering, corbelling, watering, curing etc. complete including cost, conveyance, royalties, taxes of all materials, cost of all labour, all T&P etc. complete in all respect as directed by the Engineer-in-charge. (Super Structure) | 179.44 | Cum | 5,714.44 | ₹10,25,399.56 |
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