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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.0 CrAccepted-AOC 202 TIWARI CHOWK DEOGHAR COLLEGE ROAD NILKATH VIHAR SAWERA GALI DEOGHAR | DEOGHAR | JHARKHAND | 814112 | L1 | Accepted-AOC OK | |
| 2 | L2₹11.0 Cr+₹2.3 L (0.21%)Rejected-AOC AT GIRISH TAKIES KALYANPUR DIST JAMUI PIN 811307 | JAMUI | BIHAR | 811307 | L2 | Rejected-AOC OK | |
| 3 | Rejected-Technical | - | Rejected-Technical Non Responsive as per Cl IIB/5.2(b) |
Tender Value
₹11.4 Cr
EMD Value
₹22.7 L
Closing Date
20 Feb 2024, 5:00 pmClosed
CHIEF ENGINEER, JSRRDA
JSRRDA, 3RD FLOOR, FFP BUILDING, DHURWA, RANCHI
(1) Special Repair of Road from Kharjori to Barmasia Pull via Kano (L5.20 Km.), (2) Special Repair of Road from Salmandra to Panni More via Greenjori (L3.15 Km.), (3) Special Repair of Road from Parsia Pramod Rai House to Margomunda Mukhya Path..
2024_RWD_83168_1
JH-M-DEO-06-2023-24
Open Tender
Civil Works
Percentage
455 days
DEOGHAR
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹22.7 L
4 Nov 2024
15 Feb 2024
21 Feb 2024
15 Feb 2024
20 Feb 2024
15 Feb 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 | (Special Repair of Road from Kharjori to Barmasia Pull via Kano) Dismantling of cement concrete pavement Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a alead of 1000 metres, stackiung serviceable and unserviceable materials separately | 16.88 | Cum. | 442.6 | ₹7,471.09 |
| 2 | Dismantling of flexible pavements Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately By Manual means Granular courses | 526.71 | Cum. | 435.1 | ₹2,29,171.52 |
| 3 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area by manual means | 1.18 | Ha | 19,760.3 | ₹23,317.15 |
| 4 | Construction of Subgrade and Earthen
Shoulders Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. | 6,453.23 | Cum. | 131.3 | ₹8,47,309.1 |
| 5 | By Mix in Place Method 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. Rate per cum for grading-I Material | 862.48 | Cum. | 2,187.19 | ₹18,86,407.63 |
| 6 | Wet Mix Macadam (Plant Mix Method) 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | 2,343.52 | Cum. | 2,487.67 | ₹58,29,904.4 |
| 7 | 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. With Emulsion SS1 IS8887 (HDPE) | 14,203.13 | Sqm. | 81.6 | ₹11,58,975.41 |
| 8 | Tack Coat on Granular surfaces treated with primer Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 14,203.13 | Sqm. | 16.07 | ₹2,28,244.3 |
| 9 | Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. | 710.16 | Cum. | 8,419.56 | ₹59,79,234.73 |
| 10 | Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. | 14,203.13 | Sqm. | 12.97 | ₹1,84,214.6 |
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