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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAccepted-Finance | ₹4.1 L | L1 | Accepted-Finance being the lowest bidder |
| 2 | L2₹4.2 LAccepted-Finance | ₹4.2 L | L2 | Accepted-Finance being the second highest bidder |
| 3 | L3₹4.2 LAccepted-Finance | ₹4.2 L | L3 | Accepted-Finance being the highest bidder |
| 4 | Rejected-Technical | - | - | Rejected-Technical Due to not submitted physical documents |
Tender Value
₹3.9 L
EMD Value
₹7,710
Closing Date
13 Apr 2026, 3:00 pmClosed
EE-II (WKS) SVPMC
EE-II (WKS) SVPMC
Construction of footpath side drain and hand railing toe wall starting from Kausar Amjd House Tanveer Amjd House to Shakhil Amjd House at Machi Line Ward No 10
2026_PMBC_22611_1
63/EE-II/Wks/MC/2025-26
Open Tender
Civil Works - Others
90 days
Machi Line Ward No 10
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹7,710
15 Apr 2026
6 Apr 2026
13 Apr 2026
6 Apr 2026
13 Apr 2026
6 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 | 1 | Cum | - | - |
| 2 | Centering and shuttering including strutting, propping etc. and removal of form for
a) Foundations, footings, bases of columns, etc. for mass concrete | 1 | Ssm | - | - |
| 3 | 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 | - | - |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
a) 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1 | Cum | - | - |
| 5 | 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:
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) | - | Cum | - | - |
| 6 | Extra for making chequers of approved pattern on cement concrete floors,
steps, landings, pavements etc. | - | Sqm | - | - |
| 7 | 52 mm thick cement concrete flooring with concrete hardener topping,under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix: 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | - | Sqm | - | - |
| 8 | 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. | - | Kgs | - | - |
| 9 | 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) | - | cum | - | - |
| 10 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.
a) G.I. pipes | 1 | Kgs | - | - |
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