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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical/Finance 16 MARAPA GODDA 814160 JHARKHAND INDIA | GODDA | GODDA | JHARKHAND | 814160 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | Admitted-Fee/PreQual/Technical/Finance 00 NEAR GORIYA BARTALLA AT NIMA KALAN PO LAMATIA GODDA 814165 JHARKHAND INDIA | GODDA | GODDA | JHARKHAND | 814165 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Admitted-Fee/PreQual/Technical/Finance 00 MAHAGAMA GHAT NIMA MAHAGAMA LALMATIA VILLAGE TOWN GHAT NIMA LALMATIA CITY GODDA GODDA JHARKHAND 814165 INDIA | GODDA | JHARKHAND | 814165 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹29.8 L
EMD Value
₹37,200
Closing Date
2 Apr 2026, 6:55 pmClosed
AE(C), RJML AREA
AREA OFFICE RAJMAHAL AREA, DHANKUNDA
Construction of Boundary wall of Graveyard at Kaddutola (Basdiha part) under Rajmahal Area.
2026_ECL_357376_1
ECL/RJML/AGM/AE(C)/ e-Ten/25-26/766 Dt-23.03.2026
Open Tender
Civil Works - Others
Percentage
30 days
Kaddutola
Please refer Tender documents.
3 documents required · 3 mandatory
₹37,200
3 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 | |||||
| 2 | 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, 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. | 1 | Cum. | - | - |
| 3 | Supplying and filling in plinth with river sand under floors, including watering, ramming, consolidating and dressing complete. | 1 | Cum. | - | - |
| 4Filling 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 upto 50 m and lift upto 1.5 m. | |||||
| 5 | 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): 6 graded stone aggregate 40 mm nominal size) | 1 | Cum. | - | - |
| 6Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) | |||||
| 7 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) | 1 | Cum. | - | - |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | 1 | Cum. | - | - |
| 912 mm cement plaster:1:6 (1 cement : 6 fine sand) | |||||
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | 1 | Sqm | - | - |
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finance_370242.pdf
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Tendernotice_2.pdf
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BOQ_370242.xls
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