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Tender Value
₹24.0 L
EMD Value
₹50,000
Closing Date
9 Jun 2026, 6:00 pm4d left
ANITHA A
KSCC, Arangath Building, Mullankuzhi road near railway station,Collectorate P.O Kottayam,686002
The proposed site for the Construction of the Upgradationworks for OP Block is at the Govt Ayurveda Dispensary Peruvandanam is at Peermade, under peermade.It is situated on Kottayam-Kumily route .
2026_KSCC_853544_1
PWD/KS/TR/7463/2026_5_1_1/1
Open Tender
Civil Works - Buildings
180 days
PERUVANDANAM, PEERMADE TALUK AT IDUKKI DISTRICT
please refer tender documents
7 documents required · 7 mandatory
₹2,760
₹50,000
1 Jun 2026
1 Jun 2026
11 Jun 2026
1 Jun 2026
9 Jun 2026
1 Jun 2026
1 Jun 2026 - 9 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1APPENDIX A -BUILDING PROPER | ||||||
| 1.001 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 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 | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 15.23.2:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles above 25 mm and up to 40 mm | - | sqm | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 15.57:Dismantling aluminium / Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 metres lead as directed by Engineer - in-Charge | - | sqm | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 15.12.1:Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below | - | each | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 2.2.1:Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead up to 50 m and lift up to 1.5 m:All kinds of soil | 1 | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 7.2.1:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | OD27417/2026-2027:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess cement used as per design mix is not payable separately. All work above plinth level upto floor V level | - | cum | - | - | BI01010001010000000000000515BI0100001122 |
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