Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAdmitted-Fee/PreQual/Technical/Finance | ₹2.9 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.0 Cr+₹2.4 L (0.81%)Admitted-Fee/PreQual/Technical/Finance | ₹3.0 Cr+₹2.4 L (0.81%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹3.2 Cr+₹23.2 L (7.92%)Admitted-Fee/PreQual/Technical/Finance | ₹3.2 Cr+₹23.2 L (7.92%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹3.2 Cr+₹26.9 L (9.18%)Admitted-Fee/PreQual/Technical/Finance KERALA INDIA 682030 | ERNAKULAM | KERALA | 682030 | ₹3.2 Cr+₹26.9 L (9.18%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | South Indian Constructions Private Limited L3 | R. Sajikumar L4 | Anish Thomas L2 | PRADEEP G L1 |
|---|---|---|---|---|---|---|---|
| 1.00CIVIL WORK UP TO PLINTH LEVEL | |||||||
| 1.00 | 65.7:Hydraulic excavator | 1 | Day | 9,000 ₹9,000 Lowest | 20,500 ₹20,500 | 11,000 ₹11,000 | 9,200 ₹9,200 |
| 1.00 | 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 | 216.49 | cum | 250 ₹54,121.5 | 325 ₹70,357.95 | 231.87 ₹50,196.61 Lowest | 240 ₹51,956.64 |
| 1.00 | OD298233/2025-2026:Boring, providing and installing 100 mm diameter sand piles by driving a 100 mm diameter casing pipe fitted with a detachable (non-retrievable) steel or concrete conical shoe to a depth of 5.0 m, filling the casing with dry coarse graded river sand (or M-sand mixed with graded aggregates up to 8 mm size) while simultaneously withdrawing the casing pipe to form the sand pile, complete as per specifications, including all labour, materials, equipment, and conducting the Plate Load Test after completion of sand piling. | 17,000 | metre | 170 ₹28,90,000 | 125 ₹21,25,000 | 117.08 ₹19,90,360 Lowest | 124 ₹21,08,000 |
| 1.00 | OD389238/2025-2026:Supplying stone aggregate 20mm nominal size and spreading to lines and levels to the foundation trench, laying polyethene sheet above 40mm stone aggregate including cost of material and labor charges | 96.22 | cum | 3,800 ₹3,65,620.8 | 2,860 ₹2,75,177.76 | 3,153.5 ₹3,03,417.16 | 2,700 ₹2,59,783.2 Lowest |
| 1.00 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: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) | 47.81 | cum | 8,500 ₹4,06,427.5 | 8,150 ₹3,89,692.25 | 7,712.23 ₹3,68,760.28 | 7,650 ₹3,65,784.75 Lowest |
| 1.01 | 5.33.1.1:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement
All work upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum | 133.33 | cum | 11,515 ₹15,35,294.95 | 10,550 ₹14,06,631.5 | 9,800.61 ₹13,06,715.33 | 9,350 ₹12,46,635.5 Lowest |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 18,233.95 | kilogram | 110 ₹20,05,734.5 | 103 ₹18,78,096.85 | 101.19 ₹18,45,093.4 | 98.5 ₹17,96,044.08 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 | 52.47 | sqm | 400 ₹20,988 | 325 ₹17,052.75 Lowest | 347.54 ₹18,235.42 | 347 ₹18,207.09 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 74.36 | sqm | 970 ₹72,129.2 | 850 ₹63,206 Lowest | 907.7 ₹67,496.57 | 910 ₹67,667.6 |
Tender Value
₹3.2 Cr
EMD Value
₹1 L
Closing Date
10 Aug 2026, 5:00 pmClosed
Chairman and Managing Director KPHCC
KERALA POLICE HOUSING AND CONSTRUCTION CORPORATION LTD CHANDRASEKHARAN NAIR STADIUM, PALAYAM, THIRUVANANTHAPURAM - 695033
XVFC SCHEME I (FY 2022-23-Construction of New Building for CHC Veliyanad in Alappuzha District (DSR 2021)
2026_KPHCC_862544_1
NIT No.19/KPHCC/2026-27
Open Tender
Civil Works - Buildings
Item Rate
420 days
Alappuzha
Please refer Tender documents.
7 documents required · 7 mandatory
₹8,850
₹1 L
20 Aug 2026
25 Jul 2026
13 Aug 2026
25 Jul 2026
10 Aug 2026
25 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CIVIL WORK UP TO PLINTH LEVEL | |||||
| 1.001 | 65.7:Hydraulic excavator | - | Day | - | - |
| 1.002 | 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 | 0.4 | cum | - | - |
| 1.003 | OD298233/2025-2026:Boring, providing and installing 100 mm diameter sand piles by driving a 100 mm diameter casing pipe fitted with a detachable (non-retrievable) steel or concrete conical shoe to a depth of 5.0 m, filling the casing with dry coarse graded river sand (or M-sand mixed with graded aggregates up to 8 mm size) while simultaneously withdrawing the casing pipe to form the sand pile, complete as per specifications, including all labour, materials, equipment, and conducting the Plate Load Test after completion of sand piling. | - | metre | - | - |
| 1.004 | OD389238/2025-2026:Supplying stone aggregate 20mm nominal size and spreading to lines and levels to the foundation trench, laying polyethene sheet above 40mm stone aggregate including cost of material and labor charges | 0.4 | cum | - | - |
| 1.005 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: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) | 1 | cum | - | - |
| 1.006 | 5.33.1.1:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement
All work upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum | - | cum | - | - |
| 1.007 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | - | kilogram | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 1 | sqm | - | - |
stage.html
html • 0.02 MB
finance_1458843.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.10 MB
Tendernotice_2.pdf
PDF • 2.30 MB
Tendernotice_3.pdf
PDF • 0.04 MB
tenderdocumentnew.pdf
Tender Documents • 0.64 MB
BOQ_1458843.xls
BOQ • 0.52 MB
VELIYANADPLAN1.pdf
Other Document • 0.20 MB
veliyanadplanroof.pdf
Other Document • 0.20 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .