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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-Finance | ₹2.9 L | L1 | Accepted-Finance LOWEST BIDDER |
| 2 | L2₹2.9 L+₹2,915.80 (1.01%)Rejected-Finance 418 KALITALA PARK KOLKATA KOLKATA KOLKATA 700070 | 24 PARAGANAS SOUTH | WEST BENGAL | 700070 | ₹2.9 L+₹2,915.80 (1.01%) | L2 | Rejected-Finance QUOTED RATE HIGH |
| 3 | L3₹2.9 L+₹5,802.73 (2.01%)Rejected-Finance | ₹2.9 L+₹5,802.73 (2.01%) | L3 | Rejected-Finance QUOTED RATE HIGH |
Tender Value
₹2.9 L
EMD Value
₹5,800
Closing Date
20 Aug 2026, 2:00 pmClosed
EE (C)/WS /BR-XI/ JU
BAGHAJATIN MARKET COMPLEX UNIT III, BAGHAJATIN STATION ROAD, KOLKATA 700086
MAINTENANCE OF W.S SERVICE LINE THROUGH CUTTING AND FLUSHING, LEAK REPAIR AND PIPE CHANGE, DISINFECATION AT SUBHAS SARANI SUBODH PARK, PRANTIK PARK SURROUNDINGS AREA IN WARD NO 112, BR-XI.
2026_KMC_1035803_1
EE(WS)/BR-XI/NIeT/48/2026-27 1st call
Open Tender
CIVIL WORKS
Percentage
21 days
WARD NO 112
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹5,800
8 Sept 2026
3 Aug 2026
22 Aug 2026
5 Aug 2026
20 Aug 2026
5 Aug 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 | CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING, BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING & SIGNALING AND SITE CLEANING ETC. 1.5 Cutting & picking up existing metalled black top portion of road surface to an average depth of 300 mm by using Jack hammer with all necessary tool and plant including reening the serviceable materials & stacking within a lead of 75 mtr. all complete as per direction of the Engineer-in- Charge. | 18.72 | CUBIC METER | 636 | ₹11,905.92 |
| 2 | CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING, BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING & SIGNALING AND SITE CLEANING ETC. 1.1 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. | 121.68 | CUBIC METER PERCENT | 119.27 | ₹14,512.77 |
| 3 | CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING, BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING & SIGNALING AND SITE CLEANING ETC. 1.14 Signalling arrangement at both sides of site to avoid any accident during working period 4 nos. red flags during sunlight at 4 corners and 2 nos light (lamp) in other than sunlight. | 2 | Daily | 202 | ₹404 |
| 4 | CHAPTER - II LAYING & JOINTING PIPES, SPECIALS ETC.2.1 C.I. / D.I. Pipe & Specials 2.1 C.I. / D.I. Pipe & Specials 2.1.7 Cutting of C.l/D.I pipes for fitting with pipes and-or specials of similar or dissimilar materials at the time of laying without damaging any part of the required length including taking out of the broken pieces from the trench and restacking the same at the specified location as per direction of the Engineer-in-Charge.D iameter in mm 150mm dia. | 16 | EACH | 126 | ₹2,016 |
| 5 | CHAPTER - VII MISCELLANEOUS ITEMS Supplying, fitting and fixing of C.I. Mechanical Compression flexible Collar Couplings suitable for C.I. Spun Pipes (as per IS: 1536) and D. I. Pipes (as per IS: 8329) complete with Sealing Rubber Gasket of EPDM quality (IS:5382/1985 Type - 4), Cast Iron Follower Glands and Mild Steel Nut Bolts (Zinc Coated). The whole assembly should be mechanically and hydraulically tested to the provisions as laid down in IS: 1538. Fitting and fixing should be in proper position with proper care of main pipe line for leak proof condition. Diameter in mm 150 | 16 | EACH | 2,649 | ₹42,384 |
| 6 | CHAPTER - II LAYING & JOINTING PIPES, SPECIALS ETC.2.1 C.I. / D.I. Pipe & Specials 2.1 C.I. / D.I. Pipe & Specials 2.1.7 Cutting of C.l/D.I pipes for fitting with pipes and-or specials of similar or dissimilar materials at the time of laying without damaging any part of the required length including taking out of the broken pieces from the trench and restacking the same at the specified location as per direction of the Engineer-in-Charge.D iameter in mm 100mm dia. | 18 | EACH | 91 | ₹1,638 |
| 7 | CHAPTER - VII MISCELLANEOUS ITEMS Supplying, fitting and fixing of C.I. Mechanical Compression flexible Collar Couplings suitable for C.I. Spun Pipes (as per IS: 1536) and D. I. Pipes (as per IS: 8329) complete with Sealing Rubber Gasket of EPDM quality (IS:5382/1985 Type - 4), Cast Iron Follower Glands and Mild Steel Nut Bolts (Zinc Coated). The whole assembly should be mechanically and hydraulically tested to the provisions as laid down in IS: 1538. Fitting and fixing should be in proper position with proper care of main pipe line for leak proof condition. Diameter in mm 100 | 18 | EACH | 1,650 | ₹29,700 |
| 8 | ISI MARKED CENTRIFUGALLY CAST(SPUN) DUCTILE IRON PRESSURE PIPE FOR WATER WITH SOCKET & SPIGOT JOINT CONFORMING TO IS 8329/2000 (LATEST AMENDENDMENT OF STANDARD LENGTH SUITABLE FOR PUSH ON JOINT (RUBBER GASKET JOINTING) WITH THE PIPE S & OUTSIDE ZINC COATED WITH FINISH LAYER OFCEMENT MORTER LYNING INSIDE BITUMINOUS COATING OR SYNTHETIC ENAMEL BLUE EPOXY) COMPATIBLE ZINC COATING. (I) DIA 100MM | 7.8 | METER | 1,014.41 | ₹7,912.4 |
| 9 | CHAPTER - II LAYING & JOINTING PIPES, SPECIALS ETC.2.1 C.I. / D.I. Pipe & Specials 2.1 C.I. / D.I. Pipe & Specials 2.1.2 Lowering any type of Ductile Iron (DI) pipes & specials and laying along trench at any depth as per speclfication and direction of the Engineer-incharge, ( laying over ground. the rates shall be, reduced by 10% and the rates so reduced shall be inclusive of cost of all sorts of holding arrangements]Diameter in mm 100mm dia. | 7.8 | METER% | 14 | ₹109.2 |
| 10 | CHAPTER - III TAKING OUT PIPES AND SPECIALS Cast Iron / Ductile Iron Pipes and Specials M.S. Pipes and Specials Shifting house connection or stand post connection from existing main to new main after excavation through any kind of soil and road materials up to required depth. dismantling existing ferrule with all fittings. plugging hole of old main with G.I. plug. drilling and tapping the new main. refixing the ferrule on the new main with serviceable old G.I pipes and other specials (New G.l. pipes and other specials. if required to be installed shall be paid extra) and back filling the trench with excavated materials all complete as per specification and direction of the Engineer- in-Charge. | 16 | EACH | 1,427 | ₹22,832 |
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