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| Sl No | Description | Qty | Unit | RAVI M U L1 | M K SHABU L2 |
|---|---|---|---|---|---|
| 1.00Building | |||||
| 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 | 0.2 | cum | 344.97 ₹68.99 Lowest | 344.97 ₹68.99 Lowest |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 2 | sqm | 370.32 ₹740.64 Lowest | 370.32 ₹740.64 Lowest |
| 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) | 0.5 | cum | 8,857.29 ₹4,428.65 Lowest | 8,857.29 ₹4,428.65 Lowest |
| 1.00 | 10.25.1: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 stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete | 339.28 | kg | 122.98 ₹41,724.65 Lowest | 157 ₹53,266.96 |
| 1.00 | 18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | 500 | Litre | 11.65 ₹5,825 Lowest | 20 ₹10,000 |
| 1.01 | 50.18.9.14.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 10 Kgf/cm2 - External work- Exposed on wall | 10 | metre | 351.16 ₹3,511.6 Lowest | 351.16 ₹3,511.6 Lowest |
| 1.01 | OD422729/2025-2026:Engaging Labour ( fitter ) for maintanance existing plumpimg work | 2 | each | 1,261.45 ₹2,522.9 Lowest | 1,261.45 ₹2,522.9 Lowest |
| 1.01 | OD422730/2025-2026:Supplying and fixing M.s name board Name board with 1.2 m length post from ground level,
having board dimension 80x45cm,lettering done with black enamel paint on yellow back
ground,including the cost of all materials,labour and conveyance
weight of steel sections 50mm dia G.I pipe=1*[email protected]/mtr=7.275 kg frame hollow steel
section 25x25mm=outer length=2*(0.9+0.6)=3 mtr+diagonal2*1.1=2.2mtr,total 5.2mtr @1.08
kg/mtr=5.616kg steel sheet welded to the frame=900 mmx600mmx1.2mm, weight=5.09
kgTotal weight=17.981 kg | 1 | each | 1,918.09 ₹1,918.09 Lowest | 1,918.09 ₹1,918.09 Lowest |
Tender Value
₹63,339
EMD Value
₹1,583
Closing Date
29 Jan 2026, 3:30 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LID AND EW SECTION PUDUKAD GRAMA PANCHAYATH
MAINTENANCE
2026_LSGD_829095_6
07/2025-26/AE/LSGD/PKD
Open Tender
Civil Works - Buildings
Item Rate
180 days
PUDUKAD
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
Yes
₹1,583
Yes
6 Mar 2026
21 Jan 2026
31 Jan 2026
21 Jan 2026
29 Jan 2026
21 Jan 2026
Building
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
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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)
10.25.1: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 stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete
18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
50.18.9.14.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 10 Kgf/cm2 - External work- Exposed on wall
OD422729/2025-2026:Engaging Labour ( fitter ) for maintanance existing plumpimg work
OD422730/2025-2026:Supplying and fixing M.s name board Name board with 1.2 m length post from ground level, having board dimension 80x45cm,lettering done with black enamel paint on yellow back ground,including the cost of all materials,labour and conveyance weight of steel sections 50mm dia G.I pipe=1*[email protected]/mtr=7.275 kg frame hollow steel section 25x25mm=outer length=2*(0.9+0.6)=3 mtr+diagonal2*1.1=2.2mtr,total 5.2mtr @1.08 kg/mtr=5.616kg steel sheet welded to the frame=900 mmx600mmx1.2mm, weight=5.09 kgTotal weight=17.981 kg
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