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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.3 LAdmitted-Finance | +0.00% | ₹1.3 L | L1 | Admitted-Finance |
| 2 | L2₹1.3 L+₹3,426 (2.69%)Admitted-Finance | +2.69% | ₹1.3 L+₹3,426 (2.69%) | L2 | Admitted-Finance |
| 3 | L3₹1.3 L+₹4,597 (3.61%)Admitted-Finance 202 RAM CHANDRAPUR SODEPUR KOLKATA 700110 | KOLKATA | 24 PARAGANAS NORTH | WEST BENGAL | 700110 | +3.61% | ₹1.3 L+₹4,597 (3.61%) | L3 | Admitted-Finance |
Tender Value
₹1.3 L
EMD Value
₹3,000
Closing Date
23 Jul 2026, 4:00 pmClosed
EE/WS/JU/BR-XII
97,98 GARFA MAIN ROAD
LINK CONNECTION FOR THE BIG DIA TUBE WELL AT SUCHETA NAGAR(BEHIND MASJID) OF WARD 105,BR-XII
2026_KMC_1031771_1
KMC/WS/BR-XII/BDT/LINK/105/26- 27/31/1ST CALL
Open Tender
CIVIL WORKS
Percentage
10 days
SUCHETA NAGAR
Please refer Tender documents.
3 documents required · 3 mandatory
₹0
₹3,000
11 Aug 2026
10 Jul 2026
25 Jul 2026
10 Jul 2026
23 Jul 2026
10 Jul 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. 1.1 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. | 0.07 | %M3 | 11,927 | ₹788.97 |
| 2 | D.I. SPUN PIPE 100 MM (4?) (TYTON JOINT) CONFORMING TO IS 8329/2000 CLASS K-7 SUITABLE FOR PUSH ON JOINT (RUBBER GASKET JOINING) WITH INSIDE CEMENT MORTAR LINING AND OUTSIDE BITUMINIOUS / SYNTHETIC RESIN COATING COMPATABLE WITH THE METALLIC ZINC COATING AS PER CLAUSE A-5. | 5.2 | MTR | 1,004.37 | ₹5,222.72 |
| 3 | 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. | 0.74 | M3 | 636 | ₹472.23 |
| 4 | CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING, BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING & SIGNALING AND SITE CLEANING ETC. 1.12 Supplying sign-board made of 25 mm thick sal plank with frame on all side of sal batten 50 mm x 32 mm with nailed on post 3.15m x 100mm x100mm and fitting fixing such with digging holes of dia 300 mm and depth 750 mm in all sorts of soil and repacking and consolidating the gap aroundthe post with cement concrete (1 : 3 : 6) painting 2 coats including cost of nails, bolts and nuts etc. complete in all respect as per direction of theEngineer-in-charge. Payment of concrete and painting to be made separately.(ii) 900 mm. x 600 mm. size of board. | 2 | EA | 813 | ₹1,626 |
| 5 | 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. | 0.05 | %MT | 1,400 | ₹72.8 |
| 6 | CHAPTER - II LAYING & JOINTING PIPES, SPECIALS ETC.2.1 C.I. / D.I. Pipe & Specials 2.1 C.I. / D.I. Pipe & Specials 2.1.6 Flange joint to C.l./D.l/MS. pipes and specials including supply of rubber gasket. nuts. bolts. washers etc. of best quality to make the joint watertight at required hydraulic pressure all complete as per specification & direction of the Engineer-in-Charge. Diameter in mm 100mm dia. | 10 | EA | 461 | ₹4,610 |
| 7 | CHAPTER - II LAYING & JOINTING PIPES, SPECIALS ETC.2.1 C.I. / D.I. Pipe & Specials 2.1 C.I. / D.I. Pipe & Specials 2.1.8 Chamfering the spigot end of C.l./D,l. pipes for fitting with the socket of C.I./D.I pipes and/or specials in tyton jointed water mains or other wise using electric grinder as per specification and direction of the Engineer-in-Charge. Diameter in mm 100mm dia. | 5 | EA | 74 | ₹370 |
| 8 | CHAPTER - II LAYING & JOINTING PIPES, SPECIALS ETC.2.1 C.I. / D.I. Pipe & Specials 2.1 C.I. / D.I. Pipe & Specials 2.4Valves 2.4.1 Lowering, fitting and fixing of all types of valves in proper position and alignment using chain pully block or crane(for diameter above 250 mm) by providing temporary support,as required,gaskets,nuts& bolts etc.all cornplete as per specification and direction of the Engineer-in-Charge.[The rate Includes cost of flange joints]50mm dia. | 5 | EA | 986 | ₹4,930 |
| 9 | CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING, BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING & SIGNALING AND SITE CLEANING ETC. 1.9 Hire and labour charges for 100 mm dia bamboo railing on Jhau /Eucalyptus post 1.40 m above G.L and 0.60 m below G.L tied strongly withbamboo railing with coir rope, digging holes for posts in any sort of soil or concrete surface packing the sides etc including cost of carriage of all materials and labour complete including cost of restoration to the damages of the ground to its original condition as per direction of Engineer- incharge after removing the barricade. (Cost of restoration to be paid separately.) (a) 100 mm. dia bamboo railing and 150 mm. dia. Jhaubullah / Eucalyptus posts @1.80 m. apart (i) Railing with 4 rows. | 16.8 | MTR | 82 | ₹1,377.6 |
| 10 | 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. | 4 | EA | 91 | ₹364 |
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