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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2 LAccepted-AOC 67 TOLLYGUNGE ROAD CALCUTTA 33 700033 | KOLKATA | WEST BENGAL | 700033 | ₹2 L Quoted ₹1.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.2 L+₹5,390.42 (4.80%)Rejected-Finance 0 HISAR HISAR HARYANA 125004 UDYAM HR 06 0052049 | HISAR | HARYANA | 125004 | ₹1.2 L+₹5,390.42 (4.80%) | L2 | Rejected-Finance L2 |
| 3 | L3₹1.2 L+₹5,895.77 (5.25%)Rejected-Finance 539 PURBA FULBAGAN FULBAGAN ROAD MAIL 102 3 PURBA PHOOL BAGAN ROAD KOLKATA 700086 | KOLKATA | WEST BENGAL | 700086 | ₹1.2 L+₹5,895.77 (5.25%) | L3 | Rejected-Finance L3 |
Tender Value
₹2 L
EMD Value
₹4,000
Closing Date
19 Feb 2026, 12:00 pmClosed
EXECUTIVE ENGINEER(C)/BR-VIII
172/5, R.B. AVENUE, KOL-29
URGENT REMOVAL OF CHOKAGE / COLLAPSE SEWER/DAMAGED SEWER LINES ETC IN WARD NO 88, BR - VIII.
2026_KMC_1001810_1
EE/VIII/088/CHOKAGE/2026-2027
Open Tender
CIVIL WORKS
Percentage
365 days
WARD NO- 88
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹4,000
20 Jul 2026
11 Feb 2026
21 Feb 2026
11 Feb 2026
19 Feb 2026
11 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 | (ITEM CODE- 147844) SECTION(B) - SANITARY AND DRAINAGE WORKS.(B)-(II) SOIL PIPE AND FITTINGS.(A) ORIGINAL WORKS.(16.)SUPPLYING, FITTING AND FIXING WITH CEMENT JOINTING (3:1) SALT GLAZED STONEWARE PIPE INCLUDING EXCAVATION OF EARTH UPTO 1.50 METRE DEPTH IN ALL SORTS OF SOIL BOTH MIXED OR UNMIXED AND REFILLING (BUT EXCLUDING CONCRETING AT BOTTOM AND SIDES).(IV) 100 MM | 1 | MTR | 294 | ₹294 |
| 2 | (ITEM CODE- 147843) SECTION(B) - SANITARY AND DRAINAGE WORKS.(B)-(II) SOIL PIPE AND FITTINGS.(A) ORIGINAL WORKS.(16.)SUPPLYING, FITTING AND FIXING WITH CEMENT JOINTING (3:1) SALT GLAZED STONEWARE PIPE INCLUDING EXCAVATION OF EARTH UPTO 1.50 METRE DEPTH IN ALL SORTS OF SOIL BOTH MIXED OR UNMIXED AND REFILLING (BUT EXCLUDING CONCRETING AT BOTTOM AND SIDES).(III) 150 MM | 1 | MTR | 334 | ₹334 |
| 3 | (ITEM CODE- 147842) SECTION(B) - SANITARY AND DRAINAGE WORKS.(B)-(II) SOIL PIPE AND FITTINGS.(A) ORIGINAL WORKS.(16.)SUPPLYING, FITTING AND FIXING WITH CEMENT JOINTING (3:1) SALT GLAZED STONEWARE PIPE INCLUDING EXCAVATION OF EARTH UPTO 1.50 METRE DEPTH IN ALL SORTS OF SOIL BOTH MIXED OR UNMIXED AND REFILLING (BUT EXCLUDING CONCRETING AT BOTTOM AND SIDES).(II) 225 MM | 1 | MTR | 528 | ₹528 |
| 4 | (ITEM CODE- 152869) 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 | 361 | ₹361 |
| 5 | (ITEM CODE- 152633) 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 (B) 1:4:8 PROPORTION. ( 3RD CORRIGENDA & ADDENDA DATED 04.06.2018) | 1 | M3 | 4,566 | ₹4,566 |
| 6 | (ITEM CODE- 143139) BUILDING WORKS (A) EARTH WORK,ANTITERMITE TREATMENT 1.SURFACE DRESSING OF THE GROUND IN ANY KIND OF SOIL INCLUDING REMOVING VEGETATION INEQUALITIES NOT EXCEEDING 15 CM DEPTH AND DISPOSAL OF THE RUBBISH WITHIN A LEAD UPTO 75 M AS DIRECTED. | 1 | SQM | 10 | ₹10 |
| 7 | (ITEM CODE- 143315) BUILDING WORKS ( C ) BRICKWORKS,CONCRETE WORKS ETC A. BRICK WORKS 2. LABOUR FOR LAYING SINGLE BRICK FLAT SOLING INCLUDING RAMMING AND DRESSING BED TO PROPER LEVEL AND FILLING JOINTS WITH POWDERED EARTH. | 1 | SQM | 40 | ₹40 |
| 8 | (ITEM CODE- 146036) 35MM THICK CEMENT CONCRETE PAVEMENT (1:2:4) IN FLOOR/FOOTPATH ETC. WITH GRADED STONE CHIPS 11.2MM DOWN,PROPERLY LEVELED WITH 3MM THICK SCREEN ON TOP BY CEMENT SLURRY [email protected] CEMENT PER SQM. ROUNDING OFF CORNERS, CHEQUERING AS REQUIRED INCLUDING TAKING NECESSARY PROTECTIVE MEASURE COMPLETE IN GR.FLOOR/FOOTPATH. | 1 | SQM | 244 | ₹244 |
| 9 | (ITEM CODE- 147410) SANITARY AND DRAINAGE WORKS (B)-(IV)INSPECTION PIT,SEPTIC TANK,SOAK PIT ETC. (A) ORIGINAL WORKS 1.CONSTRUCTING INSPECTION PIT OF INSIDE MEASUREMENT 600MM X 600MM X UPTO 600MM(DEPTH) WITH 250 MM THICK 1ST. CLASS BRICK WORK IN CEMENT MORTAR (1:4) ON ALL SIDES, BOTTOM OF THE PIT CONSISTING OF 100 MM THICK CEMENT CONCRETE (1:3:6) WITH STONE CHIPS OVER A LAYER OF JHAMA BRICK FLAT SOLING, 15 MM THICK (1:4) CEMENT PLASTER TO INSIDE WALLS AND OUT-SIDE WALLS UPTO G.L. AND 20 MM.THICK (1:4) PLASTER TO BOTTOM OF THE PIT, PROVIDING NECESSARY INVERT WITH CEMENT CONCRETE (1:3:6) WITH STONE CHIPS AS PER DIRECTION, NEAT CEMENT FINISHING TO ENTIRE INTERNAL SURFACES, TOP OF THE PIT COVERED WITH 100 MM THICK R.C.C. SLAB (1:1.5:3) WITH STONE CHIPS AND NECESSARY REINFORCEMENTS UPTO 1% AND SHUTTERING INCLUDING 6 MM THICK CEMENT PLASTER (1:4) IN ALL EXTERNAL SURFACES OF THE SLAB AND ONE 560 MM DIA. R.C.C. MANHOLE COVER OF APPROVED MAKE SUPPLIED, FITTED AND FIXED IN THE SLAB WITH NECESSARY FITTINGS, NECESSARY EARTHWORK IN EXCAVATION IN ALL SORTS OF SOIL, FILLING SIDES OF THE PIT WITH EARTH AND REMOVING SPOILS AFTER WORK COMPLETE IN ALL RESPECT WITH ALL COSTS OF LABOUR AND MATERIALS.I) WITH PAKUR VARIETY (OTHER THAN SAIL/TATA/RINL). | 1 | EA | 7,149 | ₹7,149 |
| 10 | (ITEM CODE- 147414) SANITARY AND DRAINAGE WORKS (B)-(IV)INSPECTION PIT,SEPTIC TANK,SOAK PIT ETC. (A) ORIGINAL WORKS 1.CONSTRUCTING INSPECTION PIT OF INSIDE MEASUREMENT 600MM X 600MM X UPTO 600MM(DEPTH) WITH 250 MM THICK 1ST. CLASS BRICK WORK IN CEMENT MORTAR (1:4) ON ALL SIDES, BOTTOM OF THE PIT CONSISTING OF 100 MM THICK CEMENT CONCRETE (1:3:6) WITH STONE CHIPS OVER A LAYER OF JHAMA BRICK FLAT SOLING, 15 MM THICK (1:4) CEMENT PLASTER TO INSIDE WALLS AND OUT-SIDE WALLS UPTO G.L. AND 20 MM.THICK (1:4) PLASTER TO BOTTOM OF THE PIT, PROVIDING NECESSARY INVERT WITH CEMENT CONCRETE (1:3:6) WITH STONE CHIPS AS PER DIRECTION, NEAT CEMENT FINISHING TO ENTIRE INTERNAL SURFACES, TOP OF THE PIT COVERED WITH 100 MM THICK R.C.C. SLAB (1:1.5:3) WITH STONE CHIPS AND NECESSARY REINFORCEMENTS UPTO 1% AND SHUTTERING INCLUDING 6 MM THICK CEMENT PLASTER (1:4) IN ALL EXTERNAL SURFACES OF THE SLAB AND ONE 560 MM DIA. R.C.C. MANHOLE COVER OF APPROVED MAKE SUPPLIED, FITTED AND FIXED IN THE SLAB WITH NECESSARY FITTINGS, NECESSARY EARTHWORK IN EXCAVATION IN ALL SORTS OF SOIL, FILLING SIDES OF THE PIT WITH EARTH AND REMOVING SPOILS AFTER WORK COMPLETE IN ALL RESPECT WITH ALL COSTS OF LABOUR AND MATERIALS.III) EXTRA FOR EACH ADDITIONAL DEPTH OF 150 MM OR PART THEREOF BEYOND INITIAL 600 MM DEPTH. | 1 | EA | 1,515 | ₹1,515 |
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