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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.7 LAdmitted-Finance | -0.01% | ₹2.7 L | L1 | Admitted-Finance |
| 2 | L2₹2.8 L+₹9,323.40 (3.42%)Admitted-Finance 35 P C SEN STADIUM BUILDING JANNAGAR ROAD MAHESH SERAMPORE HOOGHLY 712202 | SERAMPORE | HOOGHLY | WEST BENGAL | 712202 | +3.41% | ₹2.8 L+₹9,323.40 (3.42%) | L2 | Admitted-Finance |
| 3 | L3₹2.9 L+₹12,431.21 (4.56%)Admitted-Finance | +4.55% | ₹2.9 L+₹12,431.21 (4.56%) | L3 | Admitted-Finance |
Tender Value
₹2.7 L
EMD Value
₹5,460
Closing Date
17 Aug 2026, 2:00 pmClosed
EXECUTIVE ENGINEEER BR XIII XIV SSU
THE KOLKATA MUNICIPAL CORPORATION OFFICE OF THE EXECUTIVE ENGINEEER WATER SUPPLY DEPARTMENT 516, D.H. ROAD KOLKATA-700034
REPLACEMENT OF 100MM. DIA. DEFUNCT AIR VALVE, DAMAGED S.V. AND M.S. PIPE AND MENDING OF R/MAIN WATER PIPE LINES ON BIREN ROY RD. (WEST) NEAR H/NO. 65/1,78/2/11, NATUNPARA PLAYGROUND ETC. RESPECTIVELY IN WD. NO.128 (BR. XIV).
2026_KMC_1035758_1
KMC/WS/EE/SSU/W -128/01/G.M-5A/26-27/23
Open Tender
CIVIL AND ELECTRICAL WORKS
Percentage
18 days
KOLKATA
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹5,460
27 Aug 2026
3 Aug 2026
19 Aug 2026
3 Aug 2026
17 Aug 2026
3 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. 1.1 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. | 31.73 | CUBIC METER PERCENT | 119.27 | ₹3,783.84 |
| 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. (b) Depth of excavation for additional depth beyond 1,500 mm. and upto3,000 mm. but not requiring shoring | 17.16 | CUBIC METER PERCENT | 192.38 | ₹3,301.24 |
| 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. | 5.81 | CUBIC METER | 636 | ₹3,691.98 |
| 4 | CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING, BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING & SIGNALING AND SITE CLEANING ETC. 1.2 Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete.(Payment to be made based on the basis of measurement of finished quantity of work.(a) With earth obtained from excavation of foundation | 54.69 | CUBIC METER PERCENT | 77.54 | ₹4,240.66 |
| 5 | CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING, BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING & SIGNALING AND SITE CLEANING ETC. 1.8 Hire and labour charges for 75 mm dia bamboo railing on Jhau/Eucalyptusor other approved timber\bamboo posts 1.4 m above G.L and 0.60 m below G.L including tying strongly with coir ropes and boring holes for posts in any soil/ concrete surface/Bituminious 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 in charge after removing the barricade.(Cost of restoration would be paid seperately. a) 75mm. dia bamboo railing & 125mm. Dia Jhau/Eucalyptus/other approved timber posts @ 1.60m apart (ii) Railing with 3 rows. | 43 | METER | 49 | ₹2,107 |
| 6 | 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. | 10 | Daily | 202 | ₹2,020 |
| 7 | CHAPTER - I [ SUPPLEMENTARY ] EXCAVATION, SHORING, BAMBOO PILING, FENCING & SIGN BOARD, LIGHTING & SIGNALING AND SITE CLEANING ETC. 1.4 Excavation of trial pit (3.0 m x 1.0 m x (upto) 3.0 m) for fixing of pumping main, washout line raking every detection against damage of S.W. pipe line electrical cable etc. as underground obstruction including 37.5 mm timber shuttering, earth cutting, dewatering, barricading and back filling etc. as per directionj of E-I-C | 4 | EACH | 1,867 | ₹7,468 |
| 8 | CHAPTER - VIII SUPPLYING OF MATERIALS 8.8 Ductile iron double flanged manually operated sluice valve generally conforming to IS : 14846, having body, door, dome, gland in graded ductile iron to IS 1865, four faces and spindle nut of gun metal to IS : 318, inside screw non- rising stainless steel AISI-410 spindle valves suitable formaximum working pressure of 10 kg/cm... and body tested 15 kg/cm..., flanges flat faced and drilled to IS: 1538 :1993. Valves tested by closed end method only. 350mm and above valves are complete with enclosed gear box with anti friction device.Diameter in mm 100 | 1 | EACH | 10,794 | ₹10,794 |
| 9 | CHAPTER - VIII SUPPLYING OF MATERIALS Supply of M.S. Flange (slipper type) as per IS-6392 TABLE 17 Thickness - 20mm -22mm NB Diameter in mm 100 | 4 | EACH | 635 | ₹2,540 |
| 10 | CHAPTER - II LAYING & JOINTING PIPES, SPECIALS ETC.2.1 C.I. / D.I. Pipe & Specials 2.1 C.I. / D.I. Pipe & Specials 2.1.6 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. | 4 | EACH | 461 | ₹1,844 |
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