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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 LAccepted-Finance | ₹7.9 L | L1 | Accepted-Finance Being the lowest bidder |
| 2 | L2₹8.1 LAccepted-Finance | ₹8.1 L | L2 | Accepted-Finance Being the highest bidder |
Tender Value
₹7.9 L
EMD Value
₹15,877
Closing Date
27 Apr 2026, 3:00 pmClosed
EE-II (WKS) SVPMC
EE-II (WKS) SVPMC
Construction of RCC and PCC Retaining Wall drainage starting from Shri Venkat Rao House to Shri Nageshwar Rao House in Rainbow Colony at Nayagaon in Ward No.12
2026_PMBC_22394_2
60/EE-II/WKS/MC/2024-25
Open Tender
Civil Works - Others
120 days
Rainbow Colony at Nayagaon in Ward No.12
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹15,877
27 Apr 2026
20 Apr 2026
27 Apr 2026
20 Apr 2026
27 Apr 2026
20 Apr 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 | 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 | 0.8 | Cum | - | - |
| 2 | 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 | - | Cum | - | - |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
a)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 | - | - |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 0.8 | Cum | - | - |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for
a)Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | - | - |
| 6 | 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. | - | Sqm | - | - |
| 7 | 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. | 0.8 | Kgs | - | - |
| 8 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing andreinforcement - All work up to plinth level :
a) 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) | - | Cum | - | - |
| 9 | 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 :
a) 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominalsize derived from natural sources) | 1 | Cum | - | - |
| 10 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,(i)Single socketed pipes.
a)1 75 mm diameter | - | Mtr | - | - |
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