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Tender Value
₹9.4 L
EMD Value
₹18,866
Closing Date
1 Oct 2026, 3:00 pm4d left
EE-II (WKS) SVPMC
EE-II (WKS) SVPMC
Repair and Maintenance of Footpath with supporting wall, side drain, covering in Ward No.12 ( on the eve of Shramdaan) a) Shri Sivakumar S/o Masilamani house and Ramaiah Marimuthu house at Dudh Line
2026_PMBC_24849_1
20/EE-II/Wks/R/MC/2026-27
Open Tender
Construction Works
Works
150 days
Ward NO 12
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹18,866
25 Sept 2026
25 Sept 2026
1 Oct 2026
25 Sept 2026
1 Oct 2026
25 Sept 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer -in - charge.Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | 0.13 | cum | 2,121.35 | ₹275.78 |
| 2 | 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 for all lift, as directed by Engineer-in-charge.
a) All kinds of soil | 22.95 | Cum | 250.43 | ₹5,747.37 |
| 3 | 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, for all lift, including getting out the excavated soil and disposal
of surplus excavated soil as directed, within a lead of 50 m.
a) All kinds of soil. | 27.69 | Cum | 367.24 | ₹10,168.88 |
| 4 | Centering and shuttering including strutting, propping etc. and removal of form for
b) Foundations, footings, bases of columns, etc. for mass concrete | 47.55 | Sqm | 553.26 | ₹26,307.51 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for
a) Walls (any thickness) including attached pilasters,butteresses, plinth and string courses etc. | 154.78 | Sqm | 1,188.64 | ₹1,83,977.7 |
| 6 | 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 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 20.21 | cum | 11,115.38 | ₹2,24,641.83 |
| 7 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 22.94 | cum | 13,960.64 | ₹3,20,257.08 |
| 8 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like,
including the cost of required centering, shuttering but excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 0.22 | Cum | 14,935.12 | ₹3,285.73 |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete upto plinth level.
A)Thermo-Mechanically Treated bars of grade Fe-500D or
more. | 52.11 | kgs | 152.16 | ₹7,929.06 |
| 10 | Reinforced cement concrete work in walls (any thickness), including
attached pilasters, buttresses, plinth and string courses, fillets, columns,
pillars, piers, abutments, posts and struts etc. above plinth level up to
floor five level, excluding cost of centering, shuttering, finishing and
reinforcement :
5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from
natural sources : 3 graded stone aggregate 20 mm nominal
size derived from natural sources) | 0.3 | cum | 15,311.88 | ₹4,593.56 |
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