Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹84,017Accepted-AOC | ₹84,017 Quoted ₹84,016.49 | L1 | Accepted-AOC L1 |
| 2 | L2₹90,294.44Rejected-AOC | ₹90,294.44 | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | BALAKRISHNAN K L2 | UDAYAKUMAR M M L1 |
|---|---|---|---|---|---|
| 1.00Well recharging | |||||
| 1.00 | 18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | 500 | Litre | 14 ₹7,000 | 12.15 ₹6,075 |
| 1.00 | 23.5:Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer -in- charges | 0.13 | cum | 1,650 ₹209.55 | 1,633.1 ₹207.40 |
| 1.00 | 23.6:Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit,over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer -in-Charge | 0.13 | cum | 1,650 ₹209.55 | 1,641.45 ₹208.46 |
| 1.00 | 50.18.9.8.2:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching and refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 4 Kgf/cm2 | 87 | metre | 390 ₹33,930 | 363 ₹31,581 |
| 1.00 | 50.18.9.19.2:Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 m dia 4 Kgf/cm2 - External work - Exposed on wall | 55 | metre | 390 ₹21,450 | 354.7 ₹19,508.50 |
| 1.01 | OD457907/2025-2026:. Providing and fixing on wall face square type ( or nearest available) section UPVC rain water gutter pipes of 150mm ( 6 inches) or nearest, 4kg/cm2 pressure rating ,conforming to IS 13592: Type A , including jointing ( including cutting, chamfering ,joint lubrication if necessary) securely fixed using galvanized iron brackets and clamps at maximum 1 M intervals , leak testing and making good the surface , complete in all respects as per manufacturers specifications and direction of the engineer in charge (Modified DAR 12.41.2) | 15 | metre | 600 ₹9,000 | 559.2 ₹8,388 |
| 1.01 | 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 | 0.64 | cum | 390 ₹249.60 | 359.7 ₹230.21 |
| 1.01 | 50.6.3.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete | 0.56 | cum | 8,700 ₹4,872 | 8,645.65 ₹4,841.56 |
| 1.01 | 10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 76.22 | kilogram | 120 ₹9,145.92 | 116.6 ₹8,886.79 |
Tender Value
₹84,029
EMD Value
₹2,101
Closing Date
21 Feb 2026, 5:00 pmClosed
Assistant Engineer, LSGD(EW) Section, Sreekrishnap
O/o Assistant Engineer LSGD(EW) Section Sreekrishn
Sreekrishnapuram G P- Well recharging for Ayurvedic hospital-Well recharging
2026_LSGD_835993_1
TR/7305/2026_5_1_1/1
Open Tender
Civil Works - Buildings
Sreekrishnapuram
Please refer Tender documents.
9 documents required · 9 mandatory
₹555
Yes
₹2,101
Yes
8 Apr 2026
13 Feb 2026
24 Feb 2026
13 Feb 2026
21 Feb 2026
13 Feb 2026
Well recharging
18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
23.5:Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer -in- charges
23.6:Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit,over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer -in-Charge
50.18.9.8.2:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching and refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 4 Kgf/cm2
50.18.9.19.2:Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 m dia 4 Kgf/cm2 - External work - Exposed on wall
OD457907/2025-2026:. Providing and fixing on wall face square type ( or nearest available) section UPVC rain water gutter pipes of 150mm ( 6 inches) or nearest, 4kg/cm2 pressure rating ,conforming to IS 13592: Type A , including jointing ( including cutting, chamfering ,joint lubrication if necessary) securely fixed using galvanized iron brackets and clamps at maximum 1 M intervals , leak testing and making good the surface , complete in all respects as per manufacturers specifications and direction of the engineer in charge (Modified DAR 12.41.2)
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
50.6.3.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete
10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
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)
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1406813.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.05 MB
BOQ_1406813.xls
BOQ • 0.31 MB
BD.pdf
Tender Documents • 1.81 MB
Download all tender documents and submit your bid