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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-Finance | L1 | Accepted-Finance Lowest tender approved by Parappa block Committee. | |
| 2 | L2₹5.2 L+₹8,842.76 (1.73%)Rejected-Finance | L2 | Rejected-Finance Lowest tender approved by Parappa block Committee. |
| Sl No | Description | Qty | Unit | SHYNE DAS P L2 | Manoj Varkey L1 |
|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF BORE WELL | |||||
| 1.00 | OD509996/2025-2026:Drilling Bore Well of Suitable size to accommodate well casing pipe of Intenal Dia not less than 150 mm for various strata up to 150 M below the Ground Level having an average 40 M Overburden in all classes of soil and rock inclusive of hire charges'for machineries and other accessories and stores putting up temperory shed and storing equipments, cost of fuel, oil and other incidental items to complete the work but excludinq the cost of casinq pipe. | 100 | metre | 585.2 ₹58,520 | 579.84 ₹57,984 Lowest |
| 1.00 | OD509997/2025-2026:
OD152480/2023-2024
Supply and erection of 180mm (6kg/cm2) or above dia PVC casing pipe | 29 | metre | 751.36 ₹21,789.44 | 743.77 ₹21,569.33 Lowest |
| 1.00 | OD510028/2025-2026:Supply and erection of 180 MM (10 Kg/Cm2) or above dia PVC Casing(lSl Marked)
and labour charoes of convevance to site etc. | 6 | metre | 1,295.03 ₹7,770.18 | 828.34 ₹4,970.04 Lowest |
| 1.00 | OD509995/2025-2026:cost of 180mm PVC END CAP | 1 | 1 nos | 94.67 ₹94.67 | 93.3 ₹93.3 Lowest |
| 2.00Construction of Toilet | |||||
| 2.00 | 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 | 26.82 | cum | 297.8 ₹7,987 | 295.07 ₹7,913.78 Lowest |
| 2.00 | OD509998/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest
size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
(Modified 50.6.7.1) | 17.59 | cum | 5,065.85 ₹89,133.63 | 4,986.04 ₹87,729.37 Lowest |
| 2.00 | OD509999/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 8.03 | cum | 5,796.36 ₹46,556.36 | 5,709.86 ₹45,861.6 Lowest |
| 2.00 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 3.96 | cum | 11,128.1 ₹44,100.66 | 11,026.2 ₹43,696.83 Lowest |
Tender Value
₹5.9 L
EMD Value
₹14,740
Closing Date
16 Mar 2026, 5:00 pmClosed
Assistant Engineer
O/o The AE, LID And EW Subdivision , Parappa
Building construction
2026_LSGD_839354_10
TN/04/2025-26/AE/LID and EWPBP
Open Tender
Civil Works - Buildings
Item Rate
180 days
Parappa BP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,300
Yes
₹14,740
Yes
1 Jul 2026
7 Mar 2026
18 Mar 2026
7 Mar 2026
16 Mar 2026
7 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONSTRUCTION OF BORE WELL | |||||
| 1.001 | OD509996/2025-2026:Drilling Bore Well of Suitable size to accommodate well casing pipe of Intenal Dia not less than 150 mm for various strata up to 150 M below the Ground Level having an average 40 M Overburden in all classes of soil and rock inclusive of hire charges'for machineries and other accessories and stores putting up temperory shed and storing equipments, cost of fuel, oil and other incidental items to complete the work but excludinq the cost of casinq pipe. | - | metre | - | - |
| 1.002 | OD509997/2025-2026:
OD152480/2023-2024
Supply and erection of 180mm (6kg/cm2) or above dia PVC casing pipe | - | metre | - | - |
| 1.003 | OD510028/2025-2026:Supply and erection of 180 MM (10 Kg/Cm2) or above dia PVC Casing(lSl Marked)
and labour charoes of convevance to site etc. | - | metre | - | - |
| 1.004 | OD509995/2025-2026:cost of 180mm PVC END CAP | - | 1 nos | - | - |
| 2Construction of Toilet | |||||
| 2.001 | 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 | - | cum | - | - |
| 2.002 | OD509998/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest
size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
(Modified 50.6.7.1) | 1 | cum | - | - |
| 2.003 | OD509999/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | - | cum | - | - |
| 2.004 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | - | cum | - | - |
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