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| Sl No | Description | Qty | Unit | V.MANIDAS L2 | RAJESH V L1 |
|---|---|---|---|---|---|
| 1.00Compound wall | |||||
| 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 | 29.4 | cum | 410 ₹12,054 | 359.72 ₹10,575.77 Lowest |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 4.2 | cum | 8,050 ₹33,810 | 7,932.89 ₹33,318.14 Lowest |
| 1.00 | OD41629/2026-2027:DRY RUBBLE MASONRY _ Random rubble masonry with hard stone in foundation
and superstructure including packing to compactness to lines and levels, cost and
conveyance of all materials labour charges etc. complete as per approved drawing and
relevant technical specifications. | 25.2 | cum | 4,050 ₹1,02,060 | 3,993.46 ₹1,00,635.19 Lowest |
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 18.9 | cum | 8,384 ₹1,58,457.6 | 8,343.49 ₹1,57,691.96 Lowest |
| 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) | 3.15 | cum | 10,550 ₹33,232.5 | 10,488.77 ₹33,039.63 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 | 157.5 | kilogram | 125 ₹19,687.5 | 112.43 ₹17,707.73 Lowest |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 14 | sqm | 440 ₹6,160 | 386.16 ₹5,406.24 Lowest |
| 1.01 | 50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 13.28 | cum | 6,850 ₹90,933.75 | 6,809.04 ₹90,390.01 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 182.9 | sqm | 410 ₹74,989 | 369.76 ₹67,629.1 Lowest |
Tender Value
₹5.6 L
EMD Value
₹14,071
Closing Date
8 Jul 2026, 6:00 pmClosed
Assistant Engineer
LID EW Section Kuthanur GP
Pro No 92/27 Karadiyanpara GLPS compound wall construction ward 14
2026_LSGD_857898_1
92/27
Open Tender
Civil Works - Buildings
Item Rate
365 days
Kuthanur GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,245
Yes
₹14,071
Yes
7 Aug 2026
30 Jun 2026
10 Jul 2026
30 Jun 2026
8 Jul 2026
30 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Compound wall | |||||
| 1.001 | 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 | 1 | cum | - | - |
| 1.002 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.003 | OD41629/2026-2027:DRY RUBBLE MASONRY _ Random rubble masonry with hard stone in foundation
and superstructure including packing to compactness to lines and levels, cost and
conveyance of all materials labour charges etc. complete as per approved drawing and
relevant technical specifications. | 1 | cum | - | - |
| 1.004 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | - | - |
| 1.005 | 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 | cum | - | - |
| 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 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.008 | 50.6.1.7:Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | - | cum | - | - |
| 1.009 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - |
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