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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.7 LAccepted-AOC ASSISTANT ENGINEER LID EW ALAYAM GRAMA PANCHAYAT | FARIDABAD | HARYANA | 121004 | L1 | Accepted-AOC LOWEST QUOTED | |
| 2 | Rejected-Technical COMPLETION WORK AND ELECTRIFICATION OF TAKE A BRAKE COMFORT STATION ELECTRIFICATION GENERAL ELECTRICAL WORK | - | Rejected-Technical Highest quoted |
| Sl No | Description | Qty | Unit | RAFEEKH KP L2 | Sunil K L1 |
|---|---|---|---|---|---|
| 1.00Construction of Mavulla Chalil Well for DWSS | |||||
| 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 | 182.27 | cum | 240.45 ₹43,826.58 | 239.79 ₹43,706.28 Lowest |
| 1.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 52.86 | cum | 122.28 ₹6,463.48 | 121.94 ₹6,445.5 Lowest |
| 1.00 | OD409322/2025-2026:3.00m to 4.50m Extra for every additional lift 1.5 m or part there of in excavation / banking
excavated or
stacked materials.
All kinds of soil | 52.86 | cum | 244.56 ₹12,926.95 | 243.89 ₹12,891.54 Lowest |
| 1.00 | OD409323/2025-2026:4.50m to 5.00m Extra for every additional lift of 1.5 m or part thereof in excavation/banking
excavated or
stacked materials.
All kinds of soil | 17.62 | cum | 366.85 ₹6,463.53 | 365.84 ₹6,445.73 Lowest |
| 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 | 50 | hour | 322.5 ₹16,125 | 321.61 ₹16,080.5 Lowest |
| 1.01 | 50.5.7:Reinforced cement concrete work in well-staining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1. 5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 10.78 | cum | 9,190.88 ₹99,077.69 | 9,165.51 ₹98,804.2 Lowest |
| 1.01 | 5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining | 77.04 | sqm | 288.37 ₹22,215.45 | 287.57 ₹22,153.82 Lowest |
| 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 | 1,077.95 | kilogram | 104.93 ₹1,13,109.61 | 104.64 ₹1,12,797 Lowest |
| 1.01 | 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) | 2.04 | cum | 8,620.24 ₹17,576.67 | 8,596.45 ₹17,528.16 Lowest |
Tender Value
₹17.7 L
EMD Value
₹44,267
Closing Date
10 Mar 2026, 6:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER VALAYAM GP
Mavullachalil DWSS
2026_LSGD_843043_1
194/AE/LIDEW/VLYM/2025-26
Open Tender
Civil Works - Water Works
Item Rate
360 days
VALAYAM
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹44,267
Yes
17 Jul 2026
3 Mar 2026
13 Mar 2026
3 Mar 2026
10 Mar 2026
3 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Mavulla Chalil Well for DWSS | |||||
| 1.001 | 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 | 0.6 | cum | - | - |
| 1.002 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 1 | cum | - | - |
| 1.003 | OD409322/2025-2026:3.00m to 4.50m Extra for every additional lift 1.5 m or part there of in excavation / banking
excavated or
stacked materials.
All kinds of soil | 1 | cum | - | - |
| 1.004 | OD409323/2025-2026:4.50m to 5.00m Extra for every additional lift of 1.5 m or part thereof in excavation/banking
excavated or
stacked materials.
All kinds of soil | 1 | cum | - | - |
| 1.005 | 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 | - | hour | - | - |
| 1.006 | 50.5.7:Reinforced cement concrete work in well-staining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1. 5:3 ( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 1 | cum | - | - |
| 1.007 | 5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining | 0.2 | sqm | - | - |
| 1.008 | 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 | 0.2 | kilogram | - | - |
| 1.009 | 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) | - | cum | - | - |
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