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| Sl No | Description | Qty | Unit | IBRAHIM T L1 | P P MANI L3 | NISAR L2 |
|---|---|---|---|---|---|---|
| 1.00Compound wall maintenance | ||||||
| 1.00 | 2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 830.8 | sqm | 26.82 ₹22,282.06 Lowest | 36 ₹29,908.8 | 34.3 ₹28,496.44 |
| 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 | 23.09 | cum | 273.42 ₹6,311.9 Lowest | 360 ₹8,310.6 | 351 ₹8,102.84 |
| 1.00 | OD54729/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry
with good quality blasted rubble including packing to compactness to lines and levels
cost and conveyance of all materials labour charges etc. complete as per direction of
Departmental officers at site | 52.7 | cum | 3,035.43 ₹1,59,951.98 Lowest | 3,994 ₹2,10,463.83 | 3,913 ₹2,06,195.54 |
| 1.00 | 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) | 6.12 | cum | 7,020.26 ₹42,999.09 Lowest | 9,236 ₹56,570.5 | 9,050 ₹55,431.25 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 24.5 | sqm | 293.52 ₹7,191.24 Lowest | 387 ₹9,481.5 | 378 ₹9,261 |
| 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 | 245 | kilogram | 85.46 ₹20,937.7 Lowest | 113 ₹27,685 | 110 ₹26,950 |
| 1.01 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 17.46 | cum | 5,863.06 ₹1,02,369.03 Lowest | 7,715 ₹1,34,703.9 | 7,558 ₹1,31,962.68 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 247.35 | sqm | 281.05 ₹69,517.72 Lowest | 370 ₹91,519.5 | 361 ₹89,293.35 |
Tender Value
₹5.7 L
EMD Value
₹14,194
Closing Date
8 Jul 2026, 4:00 pmClosed
Assistant Engineer
Assistant Engineer,Paruthur GP
PARUTHUR GP 2026-27 ADDITIONAL FECILITY TO MCF-PRO.NO.9
2026_LSGD_858166_3
1/AE/LSGD/PDR/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Paruthur GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,255
Yes
₹14,194
Yes
10 Aug 2026
1 Jul 2026
10 Jul 2026
1 Jul 2026
8 Jul 2026
1 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Compound wall maintenance | |||||
| 1.001 | 2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil | 1 | sqm | - | - |
| 1.002 | 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 | - | - |
| 1.003 | OD54729/2026-2027:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry
with good quality blasted rubble including packing to compactness to lines and levels
cost and conveyance of all materials labour charges etc. complete as per direction of
Departmental officers at site | - | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | sqm | - | - |
| 1.006 | 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 | - | kilogram | - | - |
| 1.007 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | - | cum | - | - |
| 1.008 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 1 | sqm | - | - |
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