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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-Finance | ₹3.0 L | L1 | Accepted-Finance being the lowest bidder |
| 2 | L2₹3.3 L+₹21,711.21 (7.14%)Accepted-Finance 1D 70A NIT FARIDABAD HARYANA 121001 | FARIDABAD | HARYANA | 121001 | ₹3.3 L+₹21,711.21 (7.14%) | L2 | Accepted-Finance being the second lowest bidder |
Tender Value
₹3.1 L
EMD Value
₹6,203
Closing Date
27 May 2026, 3:00 pmClosed
EE-II (WKS) SVPMC
EE-II (WKS) SVPMC
Construction of side drain wall and flooring covering slab parking place starting from Gangadeen House to Unni Krishnan and Dr Prasad House at Nayagaon Ward No 10
2026_PMBC_23095_1
69/EE-II/WKS/MC/2025-26
Open Tender
Construction Works
Works
90 days
Nayagaon Ward No 10
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹6,203
27 May 2026
20 May 2026
27 May 2026
20 May 2026
27 May 2026
20 May 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. | 1 | Cum | 367.24 | ₹366.87 |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer -in - charge.
a) Nominal concrete 1:3:6 or richer mix (including equivalent design mix | - | Cum | 3,434.36 | - |
| 3 | 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 | - |
| 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. | - | Sqm | 1,188.64 | - |
| 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)1:2:4 (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 | - |
| 6 | 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 | 13,960.64 | - |
| 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. | 1 | Kgs | 152.16 | ₹152.01 |
| 8 | 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 | - |
| 9 | Extra for making chequers of approved pattern on cement concrete floors,steps, landings, pavements etc. | 26.25 | Sqm | 118.3 | ₹3,105.38 |
| 10 | 52 mm thick cement concrete flooring with concrete hardener topping,under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarsesand : 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. | 6 | Sqm | 1,380.45 | ₹8,282.7 |
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