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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹8.3 LAdmitted-Finance | -0.06% | ₹8.3 L | L1 | Admitted-Finance |
| 2 | L2₹8.8 LAdmitted-Finance 16 MARAPA GODDA 814160 JHARKHAND INDIA | GODDA | GODDA | JHARKHAND | 814160 | +6.54% | ₹8.8 L | L2 | Admitted-Finance |
| 3 | L3₹9.1 LAdmitted-Finance 00 NEAR GORIYA BARTALLA AT NIMA KALAN PO LAMATIA GODDA 814165 JHARKHAND INDIA | GODDA | GODDA | JHARKHAND | 814165 | +9.86% | ₹9.1 L | L3 | Admitted-Finance |
Tender Value
₹8.3 L
EMD Value
₹10,400
Closing Date
2 Apr 2026, 6:55 pmClosed
AE(C), RJML AREA
AREA OFFICE RAJMAHAL AREA, DHANKUNDA
Providing and laying double row hume pipe culvert Top edge of mines over diversion road near Panchyat bhawan basdiha side under ROCP.
2026_ECL_357366_1
ECL/RJML/AGM/AE(C)/ e-Ten/25-26/764 Dt-23.03.2026
Open Tender
Civil Works - Others
30 days
Rajmahal OCP
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,400
30 Apr 2026
23 Mar 2026
3 Apr 2026
23 Mar 2026
2 Apr 2026
23 Mar 2026
23 Mar 2026 - 26 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 | |||||
| 2Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas ( exceeding 30 cm in depth 1.5m in width as well as 10 sqm on plan), including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.All kinds of soil. | |||||
| 3 | Supplying and filling in plinth with Local sand under floors, including watering, ramming, consolidating and dressing complete. | 1 | Cum. | - | - |
| 4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | |||||
| 5Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. | |||||
| 6Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | |||||
| 7Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand) | |||||
| 8 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | Cum. | - | - |
| 9Laying Reinforced cement concrete pipe NP4/ Prestressed concrete pipe on First Class Bedding in Double Row: Laying Reinforced cement concrete pipe NP4/ Prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but exculding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets: 1200mm dia. | |||||
| 10Total impact of GST for the purpose of CTC | |||||
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