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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹74.0 LAccepted-Finance KIZHAKKE PARAVILA VEEDU RANDALUMMUKKU EZHUKONE P O | PATHANAMTHITTA | KERALA | 689694 | ₹74.0 L | L1 | Accepted-Finance below PAC L1 |
| 2 | L2₹79.2 L+₹5.2 L (7.06%)Accepted-Finance | ₹79.2 L+₹5.2 L (7.06%) | L2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | AJIN R L2 | RAJAN N (MAHALEKSHMI CONSTRUCTIONS) L1 |
|---|---|---|---|---|---|
| 1.001) ANGANWADI-CIVIL WORKS-GROUND FLOOR | |||||
| 1.00 | 15.9.2
Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 9.59 | cum | 2,542 ₹24,377.78 Lowest | 2,542 ₹24,377.78 Lowest |
| 1.00 | 15.7.4
Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 15.34 | cum | 2,129 ₹32,667.38 Lowest | 2,129 ₹32,667.38 Lowest |
| 1.00 | 15.2.2
Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 1.88 | cum | 1,554 ₹2,923.07 Lowest | 1,554 ₹2,923.07 Lowest |
| 1.00 | 15.19 Dismantling steel work manually / by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per directions of Engineer -in- Charge. | 237.1 | kg | 3.99 ₹946.04 Lowest | 3.99 ₹946.04 Lowest |
| 1.00 | 15.28.1 Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet | 42.24 | sqm | 170 ₹7,180.8 Lowest | 170 ₹7,180.8 Lowest |
| 1.01 | 15.13.1 Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area 3 sq. metres and below | 7 | each | 148 ₹1,036 Lowest | 148 ₹1,036 Lowest |
| 1.01 | 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 | 70.63 | cum | 257 ₹18,151.14 Lowest | 257 ₹18,151.14 Lowest |
| 1.01 | 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) | 13.06 | cum | 7,932 ₹1,03,583.99 Lowest | 7,932 ₹1,03,583.99 Lowest |
| 1.01 | 5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 41.7 | sqm | 386 ₹16,096.2 Lowest | 386 ₹16,096.2 Lowest |
Tender Value
₹79.2 L
EMD Value
₹50,000
Closing Date
8 Apr 2026, 3:00 pmClosed
Regional Engineer
Kerala State Nirmithi Kendra (KESNIK) Second floor ,Civil Station, Kottarakkara
This work consists of construction of anganwadi civil works ground floor, vignjaanwadi,library cum reading room first floor, plumbing works ground floor amp first floor, electrical works ground floor amp first floor, 2 childrens play equipments
2026_KSNK_847986_1
KSNK/TECH/KTR/AGPKM-164/2026
Open Tender
Civil Works - Buildings
Item Rate
300 days
Pookkunnimala, Pathanapuram
Refer NIT
7 documents required · 7 mandatory
₹2,500
₹50,000
Yes
14 Jul 2026
23 Mar 2026
10 Apr 2026
23 Mar 2026
8 Apr 2026
23 Mar 2026
23 Mar 2026 - 8 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 11) ANGANWADI-CIVIL WORKS-GROUND FLOOR | |||||
| 1.001 | 15.9.2
Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 1 | cum | - | - |
| 1.002 | 15.7.4
Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 1 | cum | - | - |
| 1.003 | 15.2.2
Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | - | cum | - | - |
| 1.004 | 15.19 Dismantling steel work manually / by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per directions of Engineer -in- Charge. | 0.6 | kg | - | - |
| 1.005 | 15.28.1 Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet | - | sqm | - | - |
| 1.006 | 15.13.1 Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area 3 sq. metres and below | - | each | - | - |
| 1.007 | 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 | 0.8 | cum | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
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