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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹24.3 LAdmitted-Fee/PreQual/Technical/Finance | -45.00% | ₹24.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹28.1 L+₹3.9 L (15.9%)Admitted-Fee/PreQual/Technical/Finance | -36.26% | ₹28.1 L+₹3.9 L (15.9%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹28.8 L+₹4.5 L (18.5%)Admitted-Fee/PreQual/Technical/Finance 140 BRAHMPURI SHARDA ROAD MEERUT MEERUT UTTAR PRADESH 250002 UDYAM UP 56 0038994 | MEERUT | UTTAR PRADESH | 250002 | -34.81% | ₹28.8 L+₹4.5 L (18.5%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹29.6 L+₹5.3 L (21.8%)Admitted-Fee/PreQual/Technical/Finance | -33.00% | ₹29.6 L+₹5.3 L (21.8%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹37.3 L+₹13.0 L (53.5%)Admitted-Fee/PreQual/Technical/Finance | -15.55% | ₹37.3 L+₹13.0 L (53.5%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹44.1 L
EMD Value
₹88,221
Closing Date
28 May 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER RMC DIV. III CAD ETAWA
Excavation Desilting of Drain in Khatoli Section II
2026_CADKO_560462_8
NIT 03/2026-27 (No.175)
Open Tender
Civil Works - Canal
Percentage
khatoli
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
EXECUTIVE ENGINEER RMC DIV. III CAD ETAWA
₹88,221
Yes
29 May 2026
19 May 2026
29 May 2026
19 May 2026
28 May 2026
19 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 |
|---|---|---|---|---|---|
| 1 | Cutting & clearance of jungle, bushes, shrubs Ankra/Ipomoea, Julicflora typna etc. on canal and bunds in dry/moist/slushy conditions including disposal as per instructions of the Engineer-in-charge. Cost of wood has been deducted from rates and thus will be property of contractor after cutting.(b) Thick | 2,67,626 | Sqm | 2.5 | ₹6,69,065 |
| 2Excavation including loading, unloading, disposal and dressing of excavated earth within initial lead of 50m and lift up to 1.5m in dry or moist including dressing of excavated area, dewatering wherever required complete in all respect | |||||
| 2.01 | a. Hard/ dense soil ( Quantity as per E/W calculation sheet) | 1 | Cum | 79 | ₹78.92 |
| 3Providing laying & fixing in position RCC spun or hume pipe (IS 458-2003) with collars in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar (1:3) perfectly air tight including testing of joints class NP-3 | |||||
| 3.01 | 600 mm dia | 90 | RM | 3,098 | ₹2,78,820 |
| 3.02 | 1000 mm dia | 35 | RM | 7,217 | ₹2,52,595 |
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