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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC | ₹1.7 L | L1 | Accepted-AOC L1 HENCE ACCEPTED |
| 2 | L2₹1.7 LRejected-AOC | ₹1.7 L | L2 | Rejected-AOC L2 HENCE REJECTED |
| Sl No | Description | Qty | Unit | C.K SUBAIR L2 | CK Ahamed L1 |
|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF SOAK PIT | |||||
| 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 | 25.39 | cum | 360 ₹9,140.40 | 335 ₹8,505.65 |
| 1.00 | OD107424/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 14.86 | cum | 5,800 ₹86,188 | 5,656 ₹84,048.16 |
| 1.00 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 9.46 | sqm | 920 ₹8,699.52 | 904 ₹8,548.22 |
| 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 | 4.08 | sqm | 363 ₹1,481.04 | 363 ₹1,481.04 |
| 1.00 | 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) | 1.97 | cum | 9,867 ₹19,447.86 | 9,867 ₹19,447.86 |
| 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 | 157.68 | kilogram | 110 ₹17,344.80 | 105 ₹16,556.40 |
| 1.01 | 50.18.9.9.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2 | 16 | metre | 655 ₹10,480 | 632 ₹10,112 |
| 1.01 | 50.18.9.7.1:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2 | 16 | metre | 410 ₹6,560 | 400 ₹6,400 |
| 1.01 | 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 | 4.37 | cum | 1,615 ₹7,064.01 | 1,600 ₹6,998.40 |
Updated dates
Tender Value
₹1.7 L
EMD Value
₹4,233
Closing Date
30 Oct 2025, 12:00 pmClosed
ASSISTANT ENGINEER
O/o ASSISTANT ENGINEER,LID AND EW,PALLIKARE GP, P.O.BEKAL, PIN 671316
Annual Plan-PALLIKKARE GP 2025-26-PR.NO.213/26 - CONSTRUCTION OF SOAKPIT FOR ANGANWADIES AND CONSTITUENT INSTITUTIONS-IN PALLIKKARE GP-General Civil Work
2025_LSGD_811166_4
03/AE/LSGD/PK/2025-26
Open Tender
Civil Works - Buildings
180 days
PALLIKARE GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,233
Yes
5 Apr 2026
17 Oct 2025
30 Oct 2025
17 Oct 2025
30 Oct 2025
17 Oct 2025
Amount
CONSTRUCTION OF SOAK PIT
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
OD107424/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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)
5.22.6: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
50.18.9.9.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2
50.18.9.7.1:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2
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
50.18.9.8.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 6 Kgf/ cm2
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.
C.K SUBAIR (BID ID -2417745)
Bidder Name
CK Ahamed
C.K SUBAIR
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