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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.8 CrAccepted-AOC | L1 | Accepted-AOC OK | |
| 2 | L2₹14.8 Cr+₹29,674.21 (0.02%)Rejected-AOC | L2 | Rejected-AOC OK |
Tender Value
₹14.8 Cr
EMD Value
₹29.6 L
Closing Date
22 Nov 2023, 5:00 pmClosed
CHIEF ENGINEER, JSRRDA
JSRRDA, 3RD FLOOR, FFP BUILDING, DHURWA, RANCHI, JSRRDA
Special Repair of Road From (i) Potmadih to R.E.O. Road Chatkpur (L1.500 Km.) (ii) Beltoli to Dumardiha via Parhatoli (L 2.300 Km.) (iii) P.W.D. Road Rampur to Sastri Chowk Mahuadanr via Birsa Chowk (L 1.200 Km.) (iv) Mirgi P.W.D. Road to ....
2023_RWD_77683_1
JH-M-LAT-08 2023-24
Open Tender
Civil Works
Percentage
270 days
LATEHAR
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
₹29.6 L
2 Jul 2024
16 Nov 2023
23 Nov 2023
16 Nov 2023
22 Nov 2023
16 Nov 2023
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) Potmadih to R.E.O. Road Chatkpur (L-1.500 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 | 0.42 | Ha | 19,760.3 | ₹8,299.33 |
| - | 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) | 1,484.76 | M3 | 131.3 | ₹1,94,948.99 |
| - | Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m)
Including Royalty etc@ Rs. 27.48 per cum but excluding the cost of watering, rolling & compaction. | 1,099.53 | M3 | 62.4 | ₹68,610.67 |
| - | 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 | 287.86 | M3 | 2,295.7 | ₹6,60,840.2 |
| - | 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. | 180.49 | M3 | 2,601.58 | ₹4,69,559.17 |
| - | 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.) | 1,203.27 | M2 | 82.53 | ₹99,305.87 |
| - | 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 granular surface cleaned with mechanical broom. | 1,203.27 | M2 | 16.4 | ₹19,733.63 |
| - | 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. | 6,733.82 | M2 | 13.24 | ₹89,155.78 |
| - | 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.) | 198.43 | M3 | 8,629.38 | ₹17,12,327.87 |
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