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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.7 LAccepted-Finance ZARO SHAM TETULMARI SIJUA TETULMARI DHANBAD DHANBAD JHARKHAND INDIA | DHANBAD | DHANBAD | JHARKHAND | 828121 | ₹4.7 L | L1 | Accepted-Finance LOWEST QUOTED BIDDER AND TECHNICALLY QUALIFY |
| 2 | L2₹4.8 L+₹16,956.62 (3.64%)Rejected-Finance AT LOYABAD COKE PLANT BANSJORA PO BANSJORA DHANBAD 828101 | DHANBAD | DHANBAD | JHARKHAND | 828101 | ₹4.8 L+₹16,956.62 (3.64%) | L2 | Rejected-Finance QUOTED HIGHER THAN L-1 |
| 3 | L3₹5.0 L+₹29,674.08 (6.36%)Rejected-Finance AT LOYABAD NO 09 P O BANSJORA DHANBAD 828101 | DHANBAD | DHANBAD | JHARKHAND | 828101 | ₹5.0 L+₹29,674.08 (6.36%) | L3 | Rejected-Finance QUOTED HIGHER THAN L-1 |
Tender Value
₹5.0 L
EMD Value
₹6,300
Closing Date
9 May 2026, 6:00 pmClosed
ACE, SIJUA
OFFICE OF ACE, SIJUA
Repairing of Monsoon Drain Near Nimiyadhaura At Tetulmari Colliery Under Sijua Area
2026_BCCL_359024_1
GM/SA/Civil/2026-27/eNIT-07
Open Tender
Civil Works - Buildings
Percentage
18 days
Tetulmar Colliry
AS PER NIT
3 documents required · 3 mandatory
₹6,300
15 Jun 2026
4 May 2026
11 May 2026
5 May 2026
9 May 2026
5 May 2026
5 May 2026 - 9 May 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 |
|---|---|---|---|---|---|
| 0Item 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, 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. | 27 | cum | 214.15 | ₹5,782.05 |
| 1.02 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 4.5 | cum | 1,292.2 | ₹5,814.9 |
| 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). | 4.5 | cum | 5,592.8 | ₹25,167.6 |
| 1.04 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources). | 3.38 | cum | 6,086.45 | ₹20,572.2 |
| 1.05 | Filling 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. | 13.5 | cum | 184.8 | ₹2,494.8 |
| 1.06 | 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 : | 81 | cum | 3,942.64 | ₹3,19,353.91 |
| 1.07 | Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) :Flush/ Ruled pointing | 180 | sqm | 248.5 | ₹44,730 |
| 1.08 | Total impact of GST for the purpose of CTC | - | Nos | - | - |
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