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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹18.5 LAdmitted-Fee/PreQual/Technical/Finance AT PO SAUNDA D P S PATRATU DISTRICT RAMGARH JHARKHAND PIN 829133 | SAUNDA D | RAMGARH | JHARKHAND | 829133 | -33.00% | ₹18.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹19.1 L+₹60,591.77 (3.28%)Admitted-Fee/PreQual/Technical/Finance AT JAWAHAR NAGAR BHURKUNDA P O BHURKUNDA DISTRICT RAMGARH JHARKHAND PIN 829106 | RAMGARH | JHARKHAND | 829106 | -30.80% | ₹19.1 L+₹60,591.77 (3.28%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹21.2 L+₹2.8 L (15.1%)Admitted-Fee/PreQual/Technical/Finance | -22.90% | ₹21.2 L+₹2.8 L (15.1%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹22.6 L+₹4.1 L (22.2%)Admitted-Fee/PreQual/Technical/Finance | -18.10% | ₹22.6 L+₹4.1 L (22.2%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹23.4 L+₹5.0 L (27.0%)Admitted-Fee/PreQual/Technical/Finance AT MUDIDIH NO 2 P O SIJUA DHANBAD 828121 | DHANBAD | JHARKHAND | 828121 | -14.90% | ₹23.4 L+₹5.0 L (27.0%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹32.5 L
EMD Value
₹40,700
Closing Date
17 Aug 2026, 3:00 pmClosed
Staff Officer (C) Barka Sayal Area
GM (BS) UNIT BARKA SAYAL AREA
Provision of roof top Rain water harvesting structure at 8 locations in adjacent villages(Balkudra,Kurse,Deoriya,Dunduwa) under NCRAP and DRP activities of EC compliance under Bhurkunda Project , Barka Sayal Area.
2026_CCL_363116_1
GM(B-S)/Civil/Tender/26-27/281
Open Tender
Civil Works - Others
Percentage
60 days
Bhurkunda Project Barka Sayal Area
Please refer Tender documents.
3 documents required · 3 mandatory
₹40,700
18 Aug 2026
5 Aug 2026
18 Aug 2026
6 Aug 2026
17 Aug 2026
6 Aug 2026
6 Aug 2026 - 9 Aug 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 | |||||
| 1.01 | Earth 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. | 0.93 | cum | 205.8 | ₹191.6 |
| 1.02 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | - | cum | 1,438.1 | - |
| 1.03 | Providing 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) | - | cum | 6,773.95 | - |
| 1.04 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | 6,770.05 | ₹6,763.28 |
| 1.05 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 300 mm dia | - | mtr | 517.4 | - |
| 1.06 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.200 mm nominal size dia | - | mtr | 976.1 | - |
| 1.07 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | 1 | cum | 545.45 | ₹544.9 |
| 1.08 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. | 1 | cum | 914.8 | ₹913.89 |
| 1.09 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. | 1 | cum | 885.75 | ₹884.86 |
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