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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC ERATTAKULAM PAROLA ROAD RETARRING PROJ NO 42 WARD 18 | THIRUVANANTHAPURAM | KERALA | 695001 | ₹8.5 L | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹8.5 LRejected-AOC KADAMPAZHIPURAM GP KERALA KL | PATHANAMTHITTA | KERALA | 689694 | ₹8.5 L | L2 | Rejected-AOC REJECTED |
| Sl No | Description | Qty | Unit | MADHUSUDHANAN L1 | PRADEEP N L2 |
|---|---|---|---|---|---|
| 1.00Open Well | |||||
| 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 | 18.46 | cum | 257.63 ₹4,756.88 | 257.63 ₹4,756.88 |
| 1.00 | OD492957/2025-2026::Earth work excavation well for additional depth by mechanical means(Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth,1.50mmt in width as well as 10m2 on plan)including disposal of excavated earth ,lead up to 50mt and lift up to 1.50mt,disposal of earth to be levelled and neatly dressed for additionanldepth | 101.55 | cum | 388.64 ₹39,465.61 | 388.64 ₹39,465.61 |
| 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 | 70 | hour | 345.54 ₹24,187.80 | 345.54 ₹24,187.80 |
| 1.00 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 66.15 | sqm | 839.6 ₹55,540.38 | 839.6 ₹55,540.38 |
| 1.00 | 5.7:Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) derived from natural
sources derived from natural
sources: 3 graded stone aggregate 20 mm nominal size derived from natural
sources derived from natural
sources) | 4.75 | cum | 9,847.37 ₹46,745.47 | 9,847.37 ₹46,745.47 |
| 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 | 379.76 | kilogram | 112.43 ₹42,696.42 | 112.43 ₹42,696.42 |
| 1.01 | 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 | 75.36 | cum | 1,641.49 ₹1.2 L | 1,641.49 ₹1.2 L |
| 1.01 | 50.18.9.20.10:Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63x50 mm dia Reducer | 3 | no | 68.56 ₹205.68 | 68.56 ₹205.68 |
| 1.01 | 18.17.4:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore | 2 | each | 1,101.33 ₹2,202.66 | 1,101.33 ₹2,202.66 |
Tender Value
₹8.5 L
EMD Value
₹21,182
Closing Date
18 Mar 2026, 4:00 pmClosed
Assistant Engineer
O/o the Assistant Engineer LID and EW Kadampazhipuram GP
Annual Plan-Sharukovil DWSS Naveekaranam in Kadampazhipuram G P 2025-26 (Pro.286/26)-286/26
2026_LSGD_844650_1
ET-04/25-26/AE/LSGD/KTPM-3
Open Tender
Civil Works - Water Works
270 days
Kadampazhipuram GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,182
Yes
6 Jun 2026
9 Mar 2026
21 Mar 2026
9 Mar 2026
18 Mar 2026
9 Mar 2026
Open Well
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
OD492957/2025-2026::Earth work excavation well for additional depth by mechanical means(Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth,1.50mmt in width as well as 10m2 on plan)including disposal of excavated earth ,lead up to 50mt and lift up to 1.50mt,disposal of earth to be levelled and neatly dressed for additionanldepth
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
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5.7:Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) derived from natural sources derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources 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
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
50.18.9.20.10:Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63x50 mm dia Reducer
18.17.4:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore
OD478006/2025-2026:Supplying and fixing Starter for 7.50HP submersible motor and pumpset including all charges
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
18.12.6:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work50 mm dia nominal bore
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
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
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
51.2.3:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
OD517015/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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