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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.8 LAccepted-Finance | ₹51.8 L | L1 | Accepted-Finance L1 |
| 2 | L2₹53.9 L+₹2.1 L (4.11%)Rejected-Finance 3 1 120 ANANDA PALIT ROAD ADJACENT AREA IN WARD NO 55 | KOLKATA | WEST BENGAL | 700001 | ₹53.9 L+₹2.1 L (4.11%) | L2 | Rejected-Finance L2 |
| 3 | L3₹55.4 L+₹3.6 L (6.88%)Rejected-Finance | ₹55.4 L+₹3.6 L (6.88%) | L3 | Rejected-Finance L3 |
Tender Value
₹51.8 L
EMD Value
₹1.0 L
Closing Date
4 Jul 2026, 1:00 pmClosed
DIRECTOR GENERAL (PLANNING_DEVELOPMENT)
19, NELLIE SENGUPTA SARANI, KOLKATA 700 087
Area Development and other ancillary works for Subhaspally BPS in Ward No. 98
2026_KMC_1027986_1
KMC/P_D/01/2026-27
Open Tender
CIVIL WORKS
Percentage
15 days
Subhaspally BPS in Ward No. 98
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹1.0 L
7 Aug 2026
13 Jun 2026
7 Jul 2026
13 Jun 2026
4 Jul 2026
15 Jun 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 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. | 280.04 | %CUM | 119.27 | ₹33,400.37 |
| 2 | "SUPPLYING READY MIXED CONCRETE OF M 25 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/ SUPPLIER]IN GROUND FLOOR AND FOUNDATION(II) WITH APPROVED CONCRETE PUMP[NOTE: 1. LIFTING CHARGE FOR ITEMS OF 9 A AND 9 B WITHOUT APPROVED CONCRETE PUMP AS PER ITEM 11.2. LIFTING CHARGE FOR ITEMS OF 9 A AND 9 B WITH APPROVED CONCRETE PUMP @ RS 20/- PER CU.M PER FLOOR.]" | 77.1 | CUM | 7,271.64 | ₹5,60,643.44 |
| 3 | ORDINARY CEMENT CONCRETE (MIX 1:2:4) WITH GRADED STONE CHIPS (20 MM NOMINAL SIZE) EXCLUDING SHUTTERING AND REINFORCEMENT,IF ANY, IN GOUND FLOOR AS PER RELEVANT IS CODES.(A) PAKUR VARIETY | 1 | CUM | 5,308.22 | ₹5,307.69 |
| 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) | 159.6 | %CUM | 936.21 | ₹1,49,419.12 |
| 5 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 534.88 | SQM | 361 | ₹1,93,091.68 |
| 6 | REINFORCEMENT FOR REINFORCED CONCRETE WORK IN ALL SORTS OF STRUCTURES.(A) FOR WORKS IN FOUNDATION, BASEMENT AND UPTO ROOF OF GROUND FLOOR / UPTO 4M (I) TOR STEEL/MILD STEEL | 1 | M.T | 71,416 | ₹71,344.58 |
| 7 | 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 ALLOW ED 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 NOTES:- FOR SHUTTERING IN SHELL ROOF, GRID ROOF WITH VERTICAL FACES FOLDED PLATE, ARCHED ROOF THE RATE IN 12 (A), 12(B) & 12 (C ) ABOVE TO BE INCREASED BY 100 % . FOR GRID ROOF WITH SPLAYED FACES, RATE IS TO BE INCREASED BY 150%. | - | SQM | 369 | - |
| 8 | :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(iii) With 1:3 cement mortar (a) 20 mm thick plaster | 981 | SQM | 206 | ₹2,02,086 |
| 9 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. In Ground floor (Two Coat)c) Super Protective 100% Acrylic Emulsion. | 830 | SQM | 101 | ₹83,830 |
| 10 | Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. (In Ground Floor). | 1,641 | SQM | 48.1 | ₹78,932.1 |
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