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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAccepted-Finance | ₹3.0 Cr | L1 | Accepted-Finance L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical NALAKATH HUB AREECODE MALAPPURAM 673639 | MALAPPURAM | KERALA | 673639 | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L3 |
Tender Value
₹323.5 Cr
EMD Value
₹1 L
Closing Date
21 May 2026, 6:00 pmClosed
Chief manager, KILA-KIIFB PMU, Thiruvananthapuram
Office of the Chief manager, KILA-KIIFB PMU, KILA regional Centre, Thiruvananthapuram
KIIFBKILA3CrProject GHSS Kuthuparambu Construction of new academic block for GHSS kuthuparambu in Kuthuparamba Muncipality under Kuthuparamba LAC in Kannur district
2026_KILA_850431_1
No.CM/KILA-KIIFB PMU/TENDER/53/R3/2022-23
Open Tender
Civil Works - Buildings
Kannjur
Please refer Tender documents.
13 documents required · 13 mandatory
₹9,700
Yes
₹1 L
Yes
9 Jun 2026
13 May 2026
25 May 2026
13 May 2026
21 May 2026
13 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Earth work(Civil work) | ||||||
| 1.001 | 2.6.1:Earth 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 lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 0.6 | cum | 240.45 | ₹144.27 | BI01010001010000000000000515BI0100001114 |
| 1.002 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 1 | cum | 122.28 | ₹122.16 | BI01010001010000000000000515BI0100001115 |
| 1.003 | 2.8.1: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 up to 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 | 0.4 | cum | 335.74 | ₹133.96 | BI01010001010000000000000515BI0100001116 |
| 1.004 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 0.8 | cum | 297.24 | ₹237.79 | BI01010001010000000000000515BI0100001117 |
| 2Concrete work(Civil work) | ||||||
| 2.001 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 1 | cum | 7,404.03 | ₹7,396.63 | BI01010001010000000000000515BI0100001119 |
| 2.002 | OD294770/2025-2026:Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square meter on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. | 0.2 | sqm | 115.62 | ₹23.01 | BI01010001010000000000000515BI0100001120 |
| 2.003 | 4.17:Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick
ballast 40 mm nominal size, well rammed and consolidated and grouted with
fine sand, including necessary excavation, levelling & dressing & finishing the
top smooth. | - | sqm | 797.82 | - | BI01010001010000000000000515BI0100001121 |
| 2.004 | 16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | - | sqm | 1,113.09 | - | BI01010001010000000000000515BI0100001122 |
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