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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹86.7 LAdmitted-Finance | -21.00% | ₹86.7 L | L1 | Admitted-Finance |
| 2 | L2₹97.6 LAdmitted-Finance | -11.00% | ₹97.6 L | L2 | Admitted-Finance |
| 3 | L3₹97.7 LAdmitted-Finance | -10.90% | ₹97.7 L | L3 | Admitted-Finance |
| 4 | L4₹1.1 CrAdmitted-Finance | -2.00% | ₹1.1 Cr | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Others-P R Singaram, Diglipur, has been declared ineligible for non-submission of the hard copy of the tender document. |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
14 May 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer, CD, APWD, Diglipur
Re-construction of Damaged Culvert with RCC box culvert 6x5mtr single cell near Ajit Baroi House at 10.364 KM in SH-14 under SD-III, CD, APWD., Diglipur
2026_APWD_22866_1
NIT No. 76/SE/CC-I/2026-27
Open Tender
Construction Works
180 days
Ajit Baroi House Ch 10.364 SH-14 Diglipur
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹2.2 L
SE, CC-I, APWD, Sri Vijaya Puram
25 Jun 2026
29 Apr 2026
14 May 2026
29 Apr 2026
14 May 2026
8 May 2026
29 Apr 2026 - 8 May 2026
6 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 |
|---|---|---|---|---|---|
| 1Earth 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. | |||||
| 1.01 | All kinds of soil. | - | cum | 309.95 | - |
| 2Extra rates (%) for quantities of works, executed: Note for item no. 2.24:- The extra percentage rate is applicable in respect of each item but limited to quantities of work executed in these dificult conditions. The unit, namely, metre depth, to be considered for payment, shall be the depth measured from the sub soil water level up to the centre of gravity of the qty executed in dificult conditions. The depth shall be reckoned correct to 0.10 m, 0.05 m or more shall be taken as 0.10 m and less than 0.05 m ignored. | |||||
| 2.01 | In or under water and/or liquid mud, including pumping out water as required | - | metre depth | - | - |
| 3 | 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 and for all lif. | - | cum | 181.65 | - |
| 4Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | |||||
| 4.01 | 1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | 12,762.3 | ₹12,749.54 |
| 4.02 | 1:2:4 (1 Cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | 12,334.1 | - |
| 4.03 | 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | 11,394 | - |
| 4.04 | 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 1 | cum | 10,014.65 | ₹10,004.64 |
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