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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.4 LAccepted-Finance | ₹4.4 L | L1 | Accepted-Finance Being the lowest quoted bidder |
| 2 | L2₹4.8 LAccepted-Finance | ₹4.8 L | L2 | Accepted-Finance Being the 2nd Lowest bidder |
| 3 | L3₹4.8 LAccepted-Finance | ₹4.8 L | L3 | Accepted-Finance Being the highest bidder |
Tender Value
₹4.5 L
EMD Value
₹9,091
Closing Date
6 Apr 2026, 3:00 pmClosed
EE-II (WKS) SVPMC
EE-II (WKS) SVPMC
Construction of PCC Retaining Wall to protect footpath starting from Unnikrishnan House to Siva Kumar Rajan Prabhu House at Dudhline at Ward No 12
2026_PMBC_22552_1
49/EE-II/WKS/MC/2025-26
Open Tender
Civil Works - Others
180 days
Dudhline at Ward No 12
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹9,091
7 Apr 2026
30 Mar 2026
6 Apr 2026
30 Mar 2026
6 Apr 2026
30 Mar 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 |
|---|---|---|---|---|---|
| 1Earth 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 | |||||
| 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. | 1 | cum | - | - |
| 3Centering and shuttering including strutting, propping etc. and removal of form for a) Foundations, footings, bases of columns, etc. for mass concrete | |||||
| 4 | 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 | - | - |
| 5Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a) 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) | |||||
| 6Providing 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: a)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) | |||||
| 7Extra for making chequers of approved pattern on cement concrete floors,steps, landings, pavements etc. | |||||
| 8Providing 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) 75 mm diameter | |||||
| 9 | 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. | 1 | Cum | - | - |
| 1012 mm cement plaster of mix : a) 1:4 (1 cement: 4 fine sand) | |||||
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