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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹71.0 LAccepted-AOC KALLIYOOR P O THIRUVANANTHAPURAM 42 | 42 | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | SHIBU L2 | Neelambaran.K L1 |
|---|---|---|---|---|---|
| 1.00POND | |||||
| 1.00 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 206 | hour | 325 ₹66,950 | 313.62 ₹64,605.72 Lowest |
| 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 | 1,365 | cum | 242.31 ₹3,30,753.15 | 233.82 ₹3,19,164.3 Lowest |
| 1.00 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | 18.9 | cum | 1,126.15 ₹21,284.24 | 1,086.73 ₹20,539.2 Lowest |
| 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 | 528 | cum | 338.34 ₹1,78,643.52 | 326.49 ₹1,72,386.72 Lowest |
| 1.00 | OD123201/2025-2026:DRY RUBBLE MASONRY-Dry rubble without concrete levelling course masonry with quality blasted rubble including packing to compactness to lines and levels cost and conveyance all materials labour charges etc complete as per the direction departmental officers at site. | 1,226.77 | cum | 3,756.04 ₹46,07,797.19 | 3,624.59 ₹44,46,538.27 Lowest |
| 1.01 | OD123181/2025-2026:DR with departmental stone DRY RUBBLE MASONRY -Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels,labour charge etc.complete as per direction of departmental officers at site | 13.23 | cum | 1,613.86 ₹21,351.37 | 1,557.38 ₹20,604.14 Lowest |
| 1.01 | 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 | cum | 7,461.26 ₹44,767.56 | 7,200.14 ₹43,200.84 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 | 200 | sqm | 363.2 ₹72,640 | 350.48 ₹70,096 Lowest |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 200 | sqm | 717.53 ₹1,43,506 | 692.41 ₹1,38,482 Lowest |
Tender Value
₹80.0 L
EMD Value
₹50,000
Closing Date
24 Sept 2025, 11:30 amClosed
Superintending Engineer
Office of the Superintending Engineer LID-EW Section Thiruvananthapuram Municipal Corporation Office
General-Amrut -Kallaramadam pond Maintanance-Amrut-General civil work
2025_LSGD_797060_10
DB/62983/2025-26(71)Tender
Open Tender
Civil Works - Others
Item Rate
180 days
Thiruvananthapuram Municipal Corporation Office
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
31 Oct 2025
15 Sept 2025
25 Sept 2025
15 Sept 2025
24 Sept 2025
15 Sept 2025
Amount
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
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
15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar
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
OD123201/2025-2026:DRY RUBBLE MASONRY-Dry rubble without concrete levelling course masonry with quality blasted rubble including packing to compactness to lines and levels cost and conveyance all materials labour charges etc complete as per the direction departmental officers at site.
OD123181/2025-2026:DR with departmental stone DRY RUBBLE MASONRY -Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels,labour charge etc.complete as per direction of departmental officers at site
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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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)
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)
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
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
OD287138/2025-2026:PVC WEEP HOLES. Providing weep holes using 75mm dia. PVC pipes working pressure 4Kg/sq.cm includin cost of materials, conveyance, labour charges etc complete.
OD268109/2025-2026:Providing and installing Floating Wet Lands .construct the floating wetland frame using 110mm PVC pipes and PVC fittings such as equal tees, ensuring that all joints are airtight. Cover the frame with plastic mesh, and lay a geotextile layer on top of the frame to protect plant roots from the direct sunlight, capture falling organic matter and prevent weed colonization. Securethe geotextile layer to the frame with cable ties. Use locally native plants such as Canna indica or similar type ( minimum 16 nos per 4 sqm Area ) which can purify water by absorbing nutrients and toxic gases in water that thrive in water and will not outgrow the floating wetland. The rate should include all materials, labor charge and related costs, including monitoring and maintaining floating wetland for one year. Monitoring includes checking plant health, water quality(testing fee will be paid separately) and structural stability of floating wetland. Periodically harvest some plants to remove accumulated nutrients and maintain treatment efficiencies
OD268114/2025-2026:Charge for Water quality tests specified by the Engineer in charges ( Payment as per actual bill from approved Lab )
OD268115/2025-2026:Providing and fixing Granite Inauguration stone of standard dimension as per the directions given by the Engineer in charge
SHIBU (BID ID -2347423)
Bidder Name
SHIBU
Neelambaran.K
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