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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.7 LAdmitted-Finance | -66.20% | ₹1.7 L | L1 | Admitted-Finance |
| 2 | L2₹2.1 LAdmitted-Finance | -59.00% | ₹2.1 L | L2 | Admitted-Finance |
| 3 | L3₹2.3 LAdmitted-Finance | -53.10% | ₹2.3 L | L3 | Admitted-Finance |
| 4 | L4₹2.8 LAdmitted-Finance | -44.60% | ₹2.8 L | L4 | Admitted-Finance |
| 5 | L5₹3.0 LAdmitted-Finance | -40.10% | ₹3.0 L | L5 | Admitted-Finance |
Tender Value
₹5 L
EMD Value
₹10,000
Closing Date
6 Apr 2026, 4:00 pmClosed
Executive Engineer
Executive Engineer Thathri
Link Road kakreyal km 3 to Chokyean 900mtr Under CDF 2025 26
2026_PWDJK_306611_2
e-NIT NO. 84 OF 2025-26
Open Tender
Civil Works
30 days
Thathri
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Yes
Executive Engineer PWD Division Thathri
₹10,000
Yes
13 Apr 2026
23 Mar 2026
7 Apr 2026
23 Mar 2026
6 Apr 2026
23 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 |
|---|---|---|---|---|---|
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. | - | - | - | - | |
| 0.0 | All kinds of soil :(85%) | - | cum | - | - |
| 0.9 | Ordinary Rock (15%) | - | cum | - | - |
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: | - | - | - | - | |
| 0.0 | All kinds of soil : | - | cum | - | - |
| 0.0 | Ordinary Rock | - | cum | - | - |
| 0.9 | Hard Rock (Requiring Blasting ) | - | cum | - | - |
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) | - | cum | - | - | |
Centering and shuttering including strutting, propping etc. and removal of form work for: | - | - | - | - | |
| 0.9 | Foundations, footings, bases of columns etc. for mass concrete. | - | sqm | - | - |
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BOQ_995483.xls
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