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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.8 LAdmitted-Fee/PreQual/Technical/Finance K B SADANAM ARUKANJIRAM PULIYOORKONAM P O MADAVOOR THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | ₹42.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹42.9 L+₹11,750.36 (0.27%)Admitted-Fee/PreQual/Technical/Finance | ₹42.9 L+₹11,750.36 (0.27%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹45.6 L+₹2.8 L (6.58%)Admitted-Fee/PreQual/Technical/Finance NANDANAM ALATHUKAVU KILIMANOOR PONGANADU P O PIN 695601 | KILIMANOOR | THIRUVANANTHAPURAM | KERALA | 695601 | ₹45.6 L+₹2.8 L (6.58%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | V.HARIKUMAR L2 | NANDU L3 | RAJKUMAR S L1 |
|---|---|---|---|---|---|---|
| 1.00CIVIL WORKS UPTO PLINTH LEVEL | ||||||
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 31.1 | cum | 351.81 ₹10,942.7 Lowest | 450 ₹13,996.8 | 450 ₹13,996.8 |
| 1.00 | 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) | 6.55 | cum | 7,758.37 ₹50,848.36 | 7,932 ₹51,986.33 | 7,500 ₹49,155 Lowest |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 38.16 | sqm | 377.66 ₹14,411.51 Lowest | 450 ₹17,172 | 450 ₹17,172 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 91.68 | sqm | 746.1 ₹68,402.45 | 762 ₹69,860.16 | 500 ₹45,840 Lowest |
| 1.00 | 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 | 15.07 | cum | 10,650 ₹1,60,516.8 Lowest | 11,000 ₹1,65,792 | 11,000 ₹1,65,792 |
| 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 | 1,643.33 | kilogram | 109.96 ₹1,80,700.35 | 112 ₹1,84,052.74 | 95 ₹1,56,116.16 Lowest |
| 1.01 | 2.25: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. | 31.11 | cum | 311.46 ₹9,690.14 | 318 ₹9,893.62 | 300 ₹9,333.6 Lowest |
| 1.01 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 30.56 | cum | 713.34 ₹21,798.24 | 729 ₹22,276.78 | 550 ₹16,806.9 Lowest |
| 2.00CIVIL WORKS ABOVE PLINTH LEVEL | ||||||
Tender Value
₹43.8 L
EMD Value
₹50,000
Closing Date
10 Aug 2026, 12:30 pmClosed
Managing Director
KHRWS, General hospital Campus, Red cross Road, Tvpm - 695035
NHM - CONSTRUCTION OF NEW BUILDING FOR JANAKEEYA AROGYA KENDRA AADICHANALLOOR AT KOLLAM DISTRICT- Civil and Electrical Work
2026_KHRWS_853596_2
10/2026-27/KHRWS
Open Tender
Civil Works - Buildings
Item Rate
240 days
Aadhichanalloor
Registration certificate of KHRWS
8 documents required · 8 mandatory
₹2,500
₹50,000
18 Aug 2026
1 Aug 2026
11 Aug 2026
1 Aug 2026
10 Aug 2026
1 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CIVIL WORKS UPTO PLINTH LEVEL | |||||
| 1.001 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 1 | cum | - | - |
| 1.002 | 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) | - | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.005 | 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 | 1 | cum | - | - |
| 1.006 | 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 | 0.2 | kilogram | - | - |
| 1.007 | 2.25: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. | 1 | cum | - | - |
| 1.008 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 1 | cum | - | - |
| 2CIVIL WORKS ABOVE PLINTH LEVEL | |||||
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