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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical By The Tender Committee |
| 2 | Accepted-Technical | Accepted-Technical By The Tender Committee |
| 3 | Accepted-Technical WARD NO 5 P O P S SUNDARGARH TOWN DIST SUNDARGARH 770002 | SUNDARGARH | ODISHA | 770002 | Accepted-Technical By The Tender Committee |
| 4 | Accepted-Technical | Accepted-Technical By The Tender Committee |
| 5 | Accepted-Technical | Accepted-Technical By The Tender Committee |
Tender Value
₹13.1 Cr
EMD Value
₹13.1 L
Closing Date
7 Aug 2026, 5:00 pmClosed
Municipal Commissioner, RMC
Rourkela Municipal Corporation, Rourkela
Works
2026_RMC_136865_1
MC/RMC/55/2026
Open Tender
Civil Works - Others
Percentage
365 days
Rourkela
Please refer Tender documents.
2 documents required · 2 mandatory
₹11,800
₹13.1 L
Yes
Rourkela Municipal Corporation, Rourkela
17 Sept 2026
23 Jul 2026
10 Aug 2026
23 Jul 2026
7 Aug 2026
23 Jul 2026
30 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 |
|---|---|---|---|---|---|
| 1DECK VIEW POINT | |||||
| 2 | Earthwork in excavation in all types of soil for site leveling, foundation, pits, trenches and other civil works upto and including 1.5 metre lift and stacking the soil upto a lead of 100 metre and including dewatering, removing slush,shoring and strutting (as required), complete as per specification and as directed by the Engineer-In-Charge. | 0.6 | cum | 1 | ₹0.6 |
| 3 | Filling at all depth with available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 15cm in depth: consolidating each deposited layer by ramming and watering complete (lead upto 100m) as directed by the Engineer-In-charge. | - | cum | 1 | - |
| 4 | Carriage/Disposal of excavated earth by mechanical means within 5KM lead | 0.6 | cum | - | - |
| 5 | Supplying and filling sand in foundation and over areas including watering, ramming, consolidating and dressing, labours, tools, taxes etc. all complete as per the specification and direction of Engineer-In-charge. | 0.6 | cum | - | - |
| 6 | Providing and laying plain cement concrete 1:3:6 (1 cement : 3 sand : 6 stone agregate 40mm nominal size) as levelling course in foundation and plinth etc. including tempering, curring, shuttering etc. complete all depth and height. | 0.6 | cum | - | - |
| 7 | First class Fly ash Brick masonry using bricks of size 23cm. x 11 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Foundation & Plinth including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. at all floors and all heights. | 1 | cum | - | - |
| 8 | First class Fly ash Brick masonry using bricks of size 23cm. x 11 cm. x 8 cm. having crushing strength not less than 75 kg. Per. Sqr. Cm. in cement mortar of mix( 1:6) with ordinary Portland slag cement(PSC) and screened & washed sand for mortar after immersing the bricks for 6 (Six) hours in water before use in Super stracture including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-In-Charge. at all floors and all heights. | 1 | cum | - | - |
| 9Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 25 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position. | |||||
| 9.1 | Footing | 1 | Cum | - | - |
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