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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.6 LAdmitted-Finance | +0.00% | ₹3.6 L | L1 | Admitted-Finance |
| 2 | L2₹3.7 L+₹10,738.25 (2.97%)Admitted-Finance 3 1 120 ANANDA PALIT ROAD ADJACENT AREA IN WARD NO 55 | KOLKATA | WEST BENGAL | 700001 | +2.97% | ₹3.7 L+₹10,738.25 (2.97%) | L2 | Admitted-Finance |
| 3 | L3₹3.8 L+₹17,644 (4.88%)Admitted-Finance AMBARI PO KAMALA BAGAN DIST DARJEELING WEST BENGAL 734 426 | DARJEELING | WEST BENGAL | 734426 | +4.88% | ₹3.8 L+₹17,644 (4.88%) | L3 | Admitted-Finance |
Tender Value
₹3.6 L
EMD Value
₹7,500
Closing Date
19 Sept 2026, 12:00 pmClosed
Executive Engineer(C)/Br-III
109 N M Roads Kolkata 700054
ERECTION OF NEW BUS PASSANGER SHED AT E.M BYE PASS AND BELIAGHATA MAIN ROAD CROSSING EASTERN FLANK WITHIN WARD NO-33
2026_KMC_1039829_1
KMC/EE-III/33/EMBP-1/26-27
Open Tender
CIVIL WORKS
Percentage
45 days
With in Borough-III
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹7,500
21 Sept 2026
1 Sept 2026
21 Sept 2026
1 Sept 2026
19 Sept 2026
1 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 |
|---|---|---|---|---|---|
| 1 | BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT 2. Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. | 0.28 | %M3 | - | - |
| 2 | BUILDING WORKS ( C ) BRICKWORKS, CONCRETE WORKS Etc. A. BRICK WORKS 1. Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. ( 3rd Corrigenda & addenda dated 04.06.2018) | 1 | SQM | - | - |
| 3 | 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 (BASED ON PWD SCHEDULE OF RATES, W.E.F. 01.11.2017 WITH CORRIGENDA DT.04.06.2018) | 1 | M3 | - | - |
| 4 | BUILDING WORKS ( C ) Brickworks,Concrete Works etc.40..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. JSW/JSPL/SHYAM/SRMB/BMASL/ELECTRO STEEL/SSL (10th Corrigenda & addenda dated 22.01.2020) | 0.08 | MT | - | - |
| 5 | BUILDING WORKS ( C ) Brickworks,Concrete Works etc?36.Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor).(When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof).(c) Steel shuttering or 9 to 12 mm thick approved quality ply board shuttering in any concrete work | - | SQM | - | - |
| 6 | BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT 3. Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation. | 0.4 | %M3 | - | - |
| 7 | BUILDING WORKS ( C ) Brickworks,Concrete Works etc B. CONCRETE WORKS 1. Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation (a) 1:3:6 proportion. ( 3rd Corrigenda & addenda dated 04.06.2018) | 1 | M3 | - | - |
| 8 | BUILDING WORKS. (U) - Additional Items: 1) Supplying and laying true to line and level Anti-Skid, Full Body, Homogeneous & Granular finish Vitrified Tiles conforming to IS:15622-2006 & IS 4457-2007 and testing shall be made in accordance with IS:13630 [Non- modular sizes for tiles with Skid resistance > 0.5, Mohr's hardness > 5.0, Staining resistance: Class-1, Water Absorption: E < 0.5%], MOR > 35 N/sq.mm in Internal area of building e.g. Toilet Block, Passage, Corridor, Accessible Open Terrace etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg./Sqm or using Polymerised Adhesive (6 mm thick layer applied directly over finished artificial stone floor/ Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per Sqm below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles/ epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer's specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contractor). b) In Ground Floor: Sizes-600 mm x600mm x10 mm with breaking strength > 1500 N. Note: Add extra for each addl, floor over the rate above Ground Floor(I) upto 4 th floor- Rs. 12/-per Sq.m(II) above 4th floor -Rs. 16/- per Sq.m (3rd Corrigenda & addenda dated 04.06.2018) | 1 | SQM | - | - |
| 9 | Taking out stone slab of kerb & channel of road side drain and stacking as directed. b) flat channel stone. ( Ref :Rate based on PWD Current SOR. [PWD(B)2017,p-303]) | - | MTR | 1 | - |
| 10 | Taking out stone slab of kerb & channel of road side drain and stacking as directed. a) vertical kerb stone. ( Ref :Rate based on PWD Current SOR. [PWD(B)2017,p-303]) | - | MTR | 1 | - |
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