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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.1 LAccepted-AOC CHERKALA CHENGALA KASARGOD KERALA 671541 | KASARAGOD | KERALA | 671541 | ₹20.1 L | L1 | Accepted-AOC Lowest |
| 2 | L2₹21.4 L+₹1.3 L (6.45%)Rejected-AOC | ₹21.4 L+₹1.3 L (6.45%) | L2 | Rejected-AOC second lowest |
| 3 | L3₹22.9 L+₹2.8 L (13.9%)Rejected-Finance | ₹22.9 L+₹2.8 L (13.9%) | L3 | Rejected-Finance Third lowest |
| Sl No | Description | Qty | Unit | BM ABDHULLA L1 | AJAYAN PONNAN L3 | ASHIF T.A L2 |
|---|---|---|---|---|---|---|
| 1.00Civil Works | ||||||
| 1.00 | 2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock | 67.8 | cum | 505.79 ₹34,291.55 Lowest | 590 ₹40,000.82 | 550.93 ₹37,352.24 |
| 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) | 4.06 | cum | 6,112.03 ₹24,839.29 Lowest | 7,250 ₹29,464 | 6,657.55 ₹27,056.3 |
| 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) | 2.56 | cum | 6,602.23 ₹16,901.71 Lowest | 7,580 ₹19,404.8 | 7,191.51 ₹18,410.27 |
| 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 | 37.7 | sqm | 297.52 ₹11,216.5 Lowest | 348 ₹13,119.6 | 324.07 ₹12,217.56 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 111.36 | sqm | 587.78 ₹65,452.83 Lowest | 680 ₹75,722.08 | 640.24 ₹71,294.82 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 51.36 | sqm | 777.05 ₹39,909.29 Lowest | 900 ₹46,224 | 846.41 ₹43,471.44 |
| 1.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 99.3 | sqm | 740.61 ₹73,542.57 Lowest | 860 ₹85,398 | 806.71 ₹80,106.12 |
| 1.01 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 17.88 | cum | 8,081.25 ₹1,44,460.43 Lowest | 9,300 ₹1,66,246.8 | 8,802.55 ₹1,57,354.33 |
| 1.01 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.78 | cum | 9,840.54 ₹27,396.06 Lowest | 11,320 ₹31,514.88 | 10,718.86 ₹29,841.3 |
Tender Value
₹24.0 L
EMD Value
₹50,000
Closing Date
16 Mar 2026, 12:30 pmClosed
Managing Director
KHRWS, General Hospital Campus, Red cross Road, Tvpm - 695035
NAM - CONSTRUCTION OF GOVT. AYURVEDA DISPENSARY HARIPURAM IN KASARGOD DISTRICT- Civil and Electrical works
2026_KHRWS_844331_1
68/2025-26/KHRWS
Open Tender
Civil Works - Buildings
Item Rate
240 days
Haripuram
Registration certificate of KHRWS
8 documents required · 8 mandatory
₹2,500
₹50,000
25 Jul 2026
9 Mar 2026
18 Mar 2026
9 Mar 2026
16 Mar 2026
9 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Civil Works | |||||
| 0.999 | 2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock | 0.2 | cum | - | - |
| 0.000 | 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 | - | - |
| 0.999 | 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) | - | cum | - | - |
| 0.000 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 0.999 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 0.4 | sqm | - | - |
| 0.000 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 1 | sqm | - | - |
| 0.999 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 1 | sqm | - | - |
| 0.000 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 0.999 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | cum | - | - |
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