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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical KALIKULANGARA CHERUVAYOOR | CHERUVAYOOR | KOZHIKODE | KERALA | 673645 | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical BUILDING NO XIV 231 AMPARANIRAPPEL P O BHARANANGANAM KOTTAYAM 686578 | KOTTAYAM | KERALA | 686578 | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical THUNOLI HOUSE MADAYICHAL THALIPARAMBA KANNUR KERALA 670562 | KANNUR | KERALA | 670562 | Admitted-Fee/PreQual/Technical |
Tender Value
₹1.1 Cr
EMD Value
₹50,000
Closing Date
14 Sept 2026, 12:30 pmClosed
DEPUTY VICE PRESIDENT
Hi-Care Division Corporate Head Office, Poojappura P O, Thiruvananthapuram 695012, Kerala, India
Construction of New Building for UPHC Muriyad, Kannur District, Kerala
2026_HCDPS_867704_1
HLL/CMO/HCD/UPHC/MRD/KNR/26-27
Open Tender
Civil Works - Buildings
Item Rate
330 days
Muriyad
As per tender document
20 documents required · 20 mandatory
₹5,900
₹50,000
15 Sept 2026
5 Sept 2026
15 Sept 2026
5 Sept 2026
14 Sept 2026
5 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | CIVIL WORKS | - | - | - | - |
| - | EARTH WORK EXCAVATION | - | - | - | - |
| - | 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | 16.7 | cum | - | - |
| - | 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. | 6.75 | cum | - | - |
| - | PCC | - | - | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3graded stone aggregate 20 mm nominal size derived from natural sources) | 3.74 | cum | - | - |
| - | RCC | - | - | - | - |
| - | Providing and laying in position ready mixed concrete manufactured in BIS certified plants and transported to site of work in transit mixer for a lead of 10kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of RMC transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement including cost of admixtures in recommended proportions as per IS9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. Minimum cement content shall satisfy exposure conditions but not less than 330kg/m3. (The entire process such as mixing, transit, pumping, laying and consolidation etc shall be completed within 2hrs. The quality of concrete such as strength and workability is to ensured at site by conducting appropriate tests by the site Engineer concerned. Charges if any conducting tests etc is to be born by the contractor)M25 grade of concrete | 81.54 | cum | - | - |
| - | Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 9.27 | cum | - | - |
| - | 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 | 105 | kg | - | - |
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