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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.0 LAccepted-Finance | ₹5.0 L | 1 | Accepted-Finance 1 |
| 2 | 2₹5.3 L+₹27,954.80 (5.60%)Rejected-Finance 1 JOYRAMPUR JALA ROAD MAIL 42C SARADAMA UPANIBESH BEHALA KOLKATA 700060 | KOLKATA | WEST BENGAL | 700060 | ₹5.3 L+₹27,954.80 (5.60%) | 2 | Rejected-Finance 2 |
| 3 | 3₹5.5 L+₹49,320.26 (9.88%)Rejected-Finance 303 B D H ROAD KOLKATA 700034 | KOLKATA | WEST BENGAL | 700034 | ₹5.5 L+₹49,320.26 (9.88%) | 3 | Rejected-Finance 3 |
Tender Value
₹5.0 L
EMD Value
₹10,000
Closing Date
7 Mar 2026, 11:00 amClosed
Executive engineer (Uttaran Services)
1, Hogg. Street, Hogg Building, 3rd Floor, Kolkata - 700087
CONSTRUCTION OF SANITARY LATRINE AT SIMANTABAG,H.L SARKAR RD(FIRM) UTTARAN AREA IN WARD-112, BR.- XI
2026_KMC_1013473_1
KMC/US/HQ/112/25-26/186
Open Tender
CIVIL WORKS
Percentage
60 days
WARD-112
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹10,000
11 Aug 2026
24 Feb 2026
10 Mar 2026
24 Feb 2026
7 Mar 2026
24 Feb 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. | 0.06 | CUBIC METER PERCENT | 11,927 | ₹736.12 |
| 2 | BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT
4. (A) Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) | 0.02 | CUBIC METER PERCENT | 93,621 | ₹2,205.02 |
| 3 | 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) | - | SQUARE METER | 361 | - |
| 4 | 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 | 0.8 | CUBIC METER | 4,572 | ₹3,657.6 |
| 5 | BUILDING WORKS(D) Flooring..A. ORIGINAL WORKS..(1).25mm.
thick damp proof course with cement concrete with stone chips (1:1.5:3) [with graded stone aggregate 10 mm nominal size] and admixture of water proofing compound as per manufacturer's specification followed by two coat of polymer based paint, (1st coat after 4 to 5 days of concrete laying and 2 nd coat just before brick masonry work) as directed (cost of water proofing compound & polymer based paint to be paid separately).( Chequering not required over concrete or painted surface). [Note: - Waterproofing as per item 9, polymer based paint as per item 8 (a) of subhead C of Section (C). | - | SQUARE METER | 186 | - |
| 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 | - | CUBIC METER | 6,047 | - |
| 7 | 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).(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge.Notes:- For shuttering in shell roof, grid roof with vertical faces folded plate, arched roof the rate in 36 (a), 36 (b) & 37 (c ) of subhead B above to be increased by 100 % . For grid roof with splayed faces, rate is to be increased by
150%. | 17.45 | SQUARE METER | 335 | ₹5,845.75 |
| 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. | 0.15 | MATRIC TON | 57,301.38 | ₹8,595.21 |
| 9 | BUILDING WORKS ( C ) Brickworks,Concrete Works etc A. BRICK WORKS 7. Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth | - | CUBIC METER | 5,575 | - |
| 10 | BUILDING WORKS ( C ) Brickworks,Concrete Works etc A. BRICK WORKS 7. Brick work with 1st class bricks in cement mortar (1:4) (b) In superstructure, ground floor | - | CUBIC METER | 5,798 | - |
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