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Tender Value
₹62.3 L
EMD Value
₹50,000
Closing Date
19 May 2026, 5:00 pmClosed
CHIEF ENGINEER, KSCADC
KSCADC Building, Kamalewsaram , Manacaud P.O. Thiruvananthapuram Pin-695009
Construction of Safe Dwelling to Landless Fishermen at Mannumpuram in Alappuzha district-Construction of RCC overhead tank at the flat complex at Mannumpram in Alappuzha district-Balance work(Re-Tender)
2026_SCADC_848403_2
ET-03/2026-27
Open Tender
Civil Works - Buildings
Item Rate
180 days
Mannumpuram in Alappuzha district
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
₹50,000
5 May 2026
5 May 2026
21 May 2026
5 May 2026
19 May 2026
5 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of RCC Over Head Water Tank | |||||
| 1.001 | 20.1.6 : Providing, driving and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc. all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap):1000 mm dia piles | 13.7 | metre | - | - |
| 1.002 | 20.6.2.1 : Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer -in-Charge.Single pile above 50 tonne and upto 100 tonne capacityInitial test | - | per test | - | - |
| 1.003 | 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 : 8 graded stone aggregate 40 nominal size) | 1 | cum | - | - |
| 1.004 | 5.33.1 : 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 or less cement used as per design mix is payable or recoverable separately.All work upto plinth level | 0.8 | cum | - | - |
| 1.005 | 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
| 1.006 | 5.33.2 : 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 or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level | 0.4 | cum | - | - |
| 1.007 | 5.34.1 : Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum). | 0.2 | cum | - | - |
| 1.008 | 5.35 : Add for using extra cement in the items of design mix over and above the specified cement content therein | 0.6 | quintal | - | - |
| 1.009 | 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 0.8 | sqm | - | - |
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Tender Documents • 3.59 MB
BOQ_1435096.xls
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Drawing.pdf
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