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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.8 LAccepted-Finance | ₹9.8 L | L1 | Accepted-Finance Being the lowest firm |
| 2 | L2₹11.0 L+₹1.2 L (12.2%)Accepted-Finance 1D 70A NIT FARIDABAD HARYANA 121001 | FARIDABAD | HARYANA | 121001 | ₹11.0 L+₹1.2 L (12.2%) | L2 | Accepted-Finance being the higher |
Tender Value
₹10.0 L
EMD Value
₹19,985
Closing Date
30 Jul 2026, 3:00 pmClosed
EE-II (WKS) SVPMC
EE-II (WKS) SVPMC
Construction of retaining wall to protect public footpath including drain near Kala Ammal House Dimple House Jayanthi House at Police Line in Ward No 10
2026_PMBC_23905_1
05/EE-II/Wks/MC/2026-27
Open Tender
Civil Works - Others
Works
150 days
Police Line in Ward No 10
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹19,985
31 Jul 2026
23 Jul 2026
30 Jul 2026
23 Jul 2026
30 Jul 2026
23 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 | 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 | 0.6 | Cum | 367.24 | ₹220.34 |
| 2 | 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 | - |
| 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 | 1,188.64 | ₹1,187.45 |
| 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) | - | Cum | 11,115.38 | - |
| 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) | 1 | Cum | 13,960.64 | ₹13,946.68 |
| 6 | Extra for making chequers of approved pattern on cement concrete floors,
steps, landings, pavements etc. | - | Sqm | 118.3 | - |
| 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 12 mm 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. | 1 | Sqm | 1,380.45 | ₹1,379.07 |
| 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. | 1 | Kgs | 152.16 | ₹152.01 |
| 9 | 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). | - | Cum | 14,935.12 | - |
| 10 | 12 mm cement plaster of mix :
a) 1:4 (1 cement: 4 fine sand) | - | Sqm | 489.64 | - |
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