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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.1 CrAccepted-AOC CHAS ROAD JAINA MORE JARIDIH BOKARO JHARKHAND | BOKARO | JHARKHAND | 825102 | L1 | Accepted-AOC L1 | |
| 2 | L2₹11.1 Cr+₹7.8 L (0.70%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹11.1 Cr+₹8.9 L (0.81%)Rejected-AOC 00 HANSH NAGAR RADHA RAMAN ROAD MAINPURI MAINPURI UTTAR PRADESH 205001 | MAINPURI | UTTAR PRADESH | 205001 | L3 | Rejected-AOC L3 | |
| 4 | L4₹11.9 Cr+₹82.2 L (7.43%)Rejected-AOC | L4 | Rejected-AOC L4 | |
| 5 | L5₹12.3 Cr+₹1.3 Cr (11.6%)Rejected-AOC | L5 | Rejected-AOC L5 |
Tender Value
₹13.0 Cr
EMD Value
₹25.9 L
Closing Date
26 Sept 2024, 5:00 pmClosed
Executive Engineer, R.W.D, Works Division, Bokaro
Combined Building of Civil S.D.O office, Old Chas Court Area, Bokaro, Chas
Strengthening of Road from (i) Galgaltanr to Amdiha (L-10.200 Km) (ii) Simuliya to Lututanr (L-2.500 Km) (iii) P.W.D. Road to Huchukdih, Kashitanr (L-2.800 Km) (iv) Rangamati PCC Road to Mandhra Shiv Mandir (L-2.570 Km) (v) Barkama P.W.D. Road.....
2024_RWD_93290_1
31/RII/2023-24/RWD/EE/BOKARO
Open Tender
Civil Works
Percentage
450 days
Bokaro
Please refer Tender Documents
4 documents required · 4 mandatory
₹10,000
₹25.9 L
19 Jun 2025
21 Sept 2024
28 Sept 2024
21 Sept 2024
26 Sept 2024
21 Sept 2024
21 Sept 2024 - 26 Sept 2024
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 | (i) Galgaltanr to Amdiha (L-10.200 Km.)
Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201 | - | Ha | 19,760.3 | - |
| - | Compacting original ground supporting subgrade (Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.) | - | M3 | 52.6 | - |
| - | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.
By Mechanaical Means using Hydraulic excavator. | 1 | M2 | 4 | ₹4 |
| - | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres) (By Mechanichal Means)
Cement Concrete Grade M-15 & M-20 | - | M3 | 652.8 | - |
| - | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres) (By Mechanichal Means)
Prestressed/ Reinforced cement concrete grade M-20 & above (Deck Slab) | - | M3 | 887 | - |
| - | Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concree, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with allk lifts and lead of 1000 metres) (By Mechanichal Means)
Dismantling Rubble stone masonry in cement mortar | - | M3 | 286.3 | - |
| - | Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) | - | M3 | 131.3 | - |
| - | Granular Sub-Base with Coarse Graded Material (Table:- 400- 1)
Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.
With Grading-I Material | 1 | M3 | 2,685.38 | ₹2,682.69 |
| - | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | - | M3 | 2,981.33 | - |
| - | Prime Coat over WMM/WBM (Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.) | 1 | M2 | 80.89 | ₹80.81 |
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