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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹55.2 LAdmitted-Finance | -0.06% | ₹55.2 L | L1 | Admitted-Finance |
| 2 | L2₹59.0 LAdmitted-Finance 16 MARAPA GODDA 814160 JHARKHAND INDIA | GODDA | GODDA | JHARKHAND | 814160 | +6.96% | ₹59.0 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Not responded in confirmatory cycle |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Not As per nit |
Tender Value
₹55.2 L
EMD Value
₹69,000
Closing Date
4 Apr 2026, 6:55 pmClosed
AE(C), RJML AREA
AREA OFFICE RAJMAHAL AREA, DHANKUNDA
Strengthening of bituminous road from overbridge to old check post and protection wall along main road under Rajmahal Area.
2026_ECL_357204_1
ECL/RJML/AGM/AE(C)/ e-Ten/25-26/715 Dt-20.03.2026
Open Tender
Civil Works - Roads
75 days
Rajmahal Area
Please refer Tender documents.
5 documents required · 5 mandatory
₹69,000
28 May 2026
20 Mar 2026
6 Apr 2026
20 Mar 2026
4 Apr 2026
20 Mar 2026
20 Mar 2026 - 27 Mar 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 |
|---|---|---|---|---|---|
| 1Item Description/ Heading | |||||
| 2Water Bound Macadam: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. By Manual Means: Vibratory Roller: Grading I: Using Screening Crushable type such as | |||||
| 3 | Water Bound Macadam: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. By Mechanical Means: Vibratory Roller: Grading II: Using Screening type-B (11.2mm agg.) | 1 | Cum | - | - |
| 4Dense Graded Bituminous Macadam Grading-I: Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. Grading I (37.5mm nominal size) | |||||
| 5Open-Graded premix surfacing: Providing, laying and rolling of open-graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth whelled roller, finished to required level and grades. | |||||
| 6Tack Coat on Bituminous surface: 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. | |||||
| 7Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG-10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2mm sieve and retained on 2.36mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete. Note: Seal coat items to be operated only with the prior approval of chief Engineer concerned. | |||||
| 8Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | |||||
| 9Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | |||||
| 10Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | |||||
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