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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹61.0 LAccepted-Finance | ₹61.0 L | L1 | Accepted-Finance LOWEST BID |
| 2 | L2₹61.0 LRejected-Finance | ₹61.0 L | L2 | Rejected-Finance UPPER BID |
| 3 | L3₹61.0 LRejected-Finance | ₹61.0 L | L3 | Rejected-Finance UPPER BID |
Tender Value
₹72.0 L
EMD Value
₹1.4 L
Closing Date
9 Apr 2026, 11:00 amClosed
EONPBKT
NPBKT
Beautification of Bharat Kund Mandir Under Vandan Yojna in NPBKT.
2026_DOLBU_1127263_1
1075/NPBKT/N.S/2025-26
Open Tender
Civil Works
90 days
NPBKT
Please refer Tender documents.
2 documents required · 2 mandatory
₹8,496
NPBKT
₹1.4 L
NPBKT
17 Apr 2026
19 Mar 2026
10 Apr 2026
19 Mar 2026
9 Apr 2026
19 Mar 2026
20 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. | ||||||
| 2Filling 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 and for all lift including 4km cartage | ||||||
| 3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | ||||||
| 4Providing 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | ||||||
| 5Reinforced 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 above plinth level 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | ||||||
| 6Centering and shuttering work including removal of form work etc all complete.Column | ||||||
| 6.1 | Beam | - | sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 6.2 | For Slab | - | sqm | - | - | BI01010001010000000000000515BI0100001121 |
| 6.3 | For Wall | - | sqm | - | - | BI01010001010000000000000515BI0100001122 |
| 7Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. | ||||||
stage.html
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fin_bid_open.pdf
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