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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 LAccepted-Finance | ₹5.8 L | L1 | Accepted-Finance being the lower |
| 2 | L2₹5.9 L+₹5,618.69 (0.96%)Accepted-Finance | ₹5.9 L+₹5,618.69 (0.96%) | L2 | Accepted-Finance being the higher |
Tender Value
₹5.6 L
EMD Value
₹11,237
Closing Date
29 Jul 2026, 3:00 pmClosed
EE-II (WKS) SVPMC
EE-II (WKS) SVPMC
Construction of road side RCC retaining wall to protect public motorable road near Subramani House, Mothi House Bijeapen House at Peon Qtrs area Shadipur in Ward No 10
2026_PMBC_23902_1
04/EE-II/Wks/MC/2026-27
Open Tender
Civil Works - Others
Works
150 days
Peon Qtrs area Shadipur in Ward No 10
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹11,237
29 Jul 2026
22 Jul 2026
29 Jul 2026
22 Jul 2026
29 Jul 2026
22 Jul 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 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.
a) Beyond 30 cm girth upto and including 60 cm girth | - | Each | 751.07 | - |
| 2 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 1 | Cum | 5,010.28 | ₹5,005.27 |
| 3 | 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 | 1 | Cum | 250.43 | ₹250.18 |
| 4 | 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 | 1 | Cum | 367.24 | ₹366.87 |
| 5 | 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 | 9,610.71 | - |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for
a)Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | 553.26 | - |
| 7 | 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. | 1 | Sqm | 1,188.64 | ₹1,187.45 |
| 8 | 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 :
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) | 1 | Cum | 12,762.2 | ₹12,749.44 |
| 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 nominal size derived from natural sources) | 1 | Cum | 15,311.88 | ₹15,296.57 |
| 10 | 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. | 1,263.41 | Kgs | 152.16 | ₹1,92,240.47 |
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