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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-AOC | ₹1.6 Cr Quoted ₹1.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.4 Cr+₹2.4 L (1.74%)Rejected-Finance | ₹1.4 Cr+₹2.4 L (1.74%) | L2 | Rejected-Finance WORK AWARDED TO L1 BIDDER |
| 3 | L3₹1.5 Cr+₹5.7 L (4.07%)Rejected-Finance | ₹1.5 Cr+₹5.7 L (4.07%) | L3 | Rejected-Finance WORK AWARDED TO L1 BIDDER |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technical |
| 5 | Rejected-Technical | - | - | Rejected-Technical Technical |
| Sl No | Description | Qty | Unit | Riyas .A L1 | SHIHAB S L5 | SUNIL T O L7 | SIBY CONSTRUCTIONS L3 | Crescent Infrastructures L6 | MRSCO BUILDERS PVT LTD L8 | HAFSAL B N L2 | Abdul Khalam L4 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Multi storied building | |||||||||||
| 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 | 168.13 | cum | 343 ₹57,669.28 Lowest | 370 ₹62,208.84 | 395 ₹66,412.14 | 350 ₹58,846.2 | 400 ₹67,252.8 | 424.47 ₹71,366.92 | 349.97 ₹58,841.42 | 400 ₹67,252.8 |
| 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) | 39.48 | cum | 7,585 ₹2,99,463.39 | 8,400 ₹3,31,640.4 | 8,725 ₹3,44,471.73 | 7,600 ₹3,00,055.6 | 7,500 ₹2,96,107.5 Lowest | 9,360.81 ₹3,69,574.15 | 7,717.91 ₹3,04,710.75 | 8,100 ₹3,19,796.1 |
| 1.00 | 2.34.1:Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos / Lindane emulsifiable concentrate of 20% | 221.1 | Litre | 240 ₹53,064.96 Lowest | 270 ₹59,698.08 | 275 ₹60,803.6 | 410 ₹90,652.64 | 500 ₹1,10,552 | 297.29 ₹65,731.83 | 245.11 ₹54,195.34 | 300 ₹66,331.2 |
| 1.00 | OD349848/2025-2026:Diluting and injecting chemical emulsion for PRE -CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion):
Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement : 2 coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration (BASED ON 2.35.3.1) | 100 | sqm | 307 ₹30,700 | 350 ₹35,000 | 353 ₹35,300 | 200 ₹20,000 | 120 ₹12,000 Lowest | 379.02 ₹37,901.6 | 312.5 ₹31,249.55 | 400 ₹40,000 |
| 1.00 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 2.87 | cum | 6,532 ₹18,772.97 Lowest | 7,400 ₹21,267.6 | 7,510 ₹21,583.74 | 7,200 ₹20,692.8 | 8,000 ₹22,992 | 8,060.75 ₹23,166.58 | 6,646.02 ₹19,100.65 | 7,000 ₹20,118 |
| 1.01 | 50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 11.47 | cum | 6,175 ₹70,814.9 Lowest | 7,000 ₹80,276 | 7,100 ₹81,422.8 | 6,800 ₹77,982.4 | 8,000 ₹91,744 | 7,620.1 ₹87,387.28 | 6,282.71 ₹72,050.07 | 6,750 ₹77,409 |
| 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 | 86.18 | sqm | 369 ₹31,798.94 Lowest | 400 ₹34,470.4 | 420 ₹36,193.92 | 385 ₹33,177.76 | 700 ₹60,323.2 | 455.67 ₹39,267.71 | 375.7 ₹32,375.9 | 425 ₹36,624.8 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 600.4 | sqm | 729 ₹4,37,689.41 Lowest | 800 ₹4,80,317.6 | 760 ₹4,56,301.72 | 760 ₹4,56,301.72 | 850 ₹5,10,337.45 | 900.2 ₹5,40,476.42 | 742.21 ₹4,45,618.23 | 800 ₹4,80,317.6 |
| 1.01 | OD349850/2025-2026:OD based on 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.
All work upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum | 59.97 | cum | 10,413 ₹6,24,425.96 | 11,500 ₹6,89,609 | 11,950 ₹7,16,593.7 | 9,900 ₹5,93,663.4 Lowest | 10,000 ₹5,99,660 | 12,849.69 ₹7,70,544.67 | 10,594.46 ₹6,35,307.55 | 11,150 ₹6,68,620.9 |
Tender Value
₹1.5 Cr
EMD Value
₹50,000
Closing Date
10 Jul 2026, 5:00 pmClosed
CHIEF ENGINEER, KSCADC
KSCADC Building, Kamalewsaram , Manacaud P.O. Thiruvananthapuram Pin-695009
GENERAL-culture-Construction of multistoried building at Jawahar Bal Bhavan Kollam-General Civil Work(Re-Tender)
2026_SCADC_836240_2
ET-100/2025-26
Open Tender
Civil Works - Buildings
Item Rate
360 days
kollam
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,900
₹50,000
10 Sept 2026
3 Jul 2026
13 Jul 2026
3 Jul 2026
10 Jul 2026
3 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Multi storied building | |||||
| 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 | 0.8 | 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 | 2.34.1:Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos / Lindane emulsifiable concentrate of 20% | 0.6 | Litre | - | - |
| 1.004 | OD349848/2025-2026:Diluting and injecting chemical emulsion for PRE -CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion):
Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement : 2 coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration (BASED ON 2.35.3.1) | - | sqm | - | - |
| 1.005 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | - | cum | - | - |
| 1.006 | 50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | - | cum | - | - |
| 1.007 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 0.4 | sqm | - | - |
| 1.008 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 0.8 | sqm | - | - |
| 1.009 | OD349850/2025-2026:OD based on 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.
All work upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum | - | cum | - | - |
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