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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.0 LAccepted-AOC 14 5 SRIBASH DUTTA LANE HOWRAH 711101 | HOWRAH | WEST BENGAL | 711101 | L1 | Accepted-AOC Work order given | |
| 2 | L2₹42.4 L+₹41,961.69 (1.00%)Rejected-Finance P 74 BANARAS ROAD BELGACHIA HOWRAH 711108 | HOWRAH | HOWRAH | WEST BENGAL | 711108 | L2 | Rejected-Finance Higher than L1 Bidder | |
| 3 | L3₹42.8 L+₹83,923.38 (2.00%)Rejected-Finance 28 KASUNDAI ROAD HOWRAH 711101 | HOWRAH | HOWRAH | WEST BENGAL | 711101 | L3 | Rejected-Finance Higher than L1 Bidder |
Tender Value
₹42.0 L
EMD Value
₹83,923
Closing Date
3 Oct 2026, 1:30 pmClosed
Executive Officer
EO BM
Construction of Jolermath Mirpara by RMC concrete starting from mirpara to shib mondir in ward no 35, under Bally Municipality. PHASE 1
2026_MAD_1042499_27
NIT/BM/00066/Eng/EO/2026-27
Open Tender
CIVIL WORKS
Percentage
14 days
Bally Municipality
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹83,923
12 Oct 2026
18 Sept 2026
5 Oct 2026
19 Sept 2026
3 Oct 2026
19 Sept 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 |
|---|---|---|---|---|---|
| 1Construction of Jolermath (Mirpara) by RMC concrete starting from mirpara to shib mondir in ward no.-35, under Bally Municipality. ( PHASE- 1) | |||||
| 1.01 | Picking up and removing old bituminous layer or
sand sealing coat from old black topped surface
and cleaning the exposed surface by scraping and
stacking the material as directed (a) By manual means : (ii) From 50 mm to 100 mm thick. [Ref : P.W.D.(Rds), Page -331, Item-18.02 a ii] | 3,088 | M2 | 30.4 | ₹93,875.2 |
| 2 | Wet Mix Macadam Base Course Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base / Base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
[Ref : P.W.D. (Rds) Page-249, Item-4.12] Analysis no-22 | 386 | M3 | 2,214.84 | ₹8,54,928.24 |
| 3 | Supplying ready mixed concrete of M 20 Grade with well graded stone chips of 20 mm nominal size containing designed quantity of cement per Cu.m of wet concrete produced in computerised batching plant under controlled condition using approved super plastisizer, designing concrete mix following I.S. 10262 and I.S. 456, transporting the mix with agitation in transit mixer to work site depositing the mix on a platform erected for the purpose at required levels of concreting and then placing the mix in its final location of form work, compacting and curing the same complete as per specification & direction of the Engineer-in-charge including computerised batching plant transit mixer with all accessories vibrators etc. inclusive of all other incidental charges in this connection complete but excluding cost of hire charge of platform and its supporting staging which would be paid through separate item. [Cement to be supplied by the Manufacturer or supplier (i) Without approved concrete Pump [Ref : P.W.D.(Bldg.), Page-32, Item No. 17(i)]Analysis no 26 | 308.8 | M3 | 6,646.37 | ₹20,52,399.06 |
| 4 | Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth[Ref: P.W.D (Bldg) 2017, Page - 15, Item.- 7] | 48.25 | M3 | 5,560 | ₹2,68,270 |
| 5 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.[Ref : P.W.D (Bldg) 2017. Page- 16, Item- 16] | 99 | M2 | 722 | ₹71,478 |
| 6 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.(i) Pakur Variety[Ref: P.W.D (Bldg) 2017, Page-26 Item No- 10] Analysis no-23 | 2.4 | M3 | 5,846.59 | ₹14,031.82 |
| 7 | Hire and Labour Charges for shuttering with hard wood for precast R.C. Slab curved, or stright and striking out the same including fitting, fixing the precast slab in position with necessary carriage and haulage, hosting etc, complete in all respect.[Ref: P.W.D (Bldg) 2017, Page-43, Item No- 38] | 9.6 | M2 | 94 | ₹902.4 |
| 8 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel II. Other than SAIL/ TATA/RINL[Ref : P.W.D (Bldg) 2017, Page-43, 44 Item No. 40.a.(i).II] (10 th corrigenda wef 01.11.2019) | 0.26 | MT | 58,515 | ₹15,213.9 |
| 9 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (ii) With 1:4 cement mortar (a) 15 mm thick plaster[Ref : P.W.D.(Bldg) 2017, Page-189 , Item No. 1.ii.(b).(b)] | 772 | M2 | 160 | ₹1,23,520 |
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