Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAccepted-AOC 0 PANANDHRO PANANDHRO LAKHAPAT PANANDHRO KACHCHH GUJARAT 370627 UDYAM GJ 13 0010841 | KACHCHH | GUJARAT | 370627 | ₹4.8 L | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹4.9 LRejected-Finance 63 2 JAHAR LAL NEHERU ROAD RAJA ROAD CHOWDHURI PARA KRISHNAGAR NADIA PIN 741101 | NADIA | WEST BENGAL | 741101 | ₹4.9 L | L2 | Rejected-Finance L2 Bidder |
| 3 | L3₹4.9 LRejected-Finance NIRANJAN NAGAR BLOCK B P O NONA CHANDANPUKUR BARRACKPORE NORTH 24 PGS | BARRACKPORE | NORTH 24 PARGANAS | WEST BENGAL | ₹4.9 L | L3 | Rejected-Finance L3 Bidder |
Tender Value
₹4.9 L
EMD Value
₹9,720
Closing Date
23 Feb 2026, 1:00 pmClosed
Refer NIeT
Refer NIeT
Emergency Repairing of damage portion of distribution network under Kachiyara W/S Scheme along the NH-34 (Chainage- 41260 to 44311) during widening of the road and other ancillary work under North 24 Pgs. Water Supply Division-I, P.H.E.Dte.
2026_PHED_998815_1
WBPHED/08e/AE (HQ-I)/NWSD-I/2025-26
Open Tender
CIVIL WORKS
30 days
Refer NIeT
Please refer Tender documents.
2 documents required · 2 mandatory
₹9,720
18 May 2026
3 Feb 2026
25 Feb 2026
3 Feb 2026
23 Feb 2026
3 Feb 2026
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 1500 mm.
(b)Depthof excavation foradditional depthbeyond 1500mm. and upto 3,000mm.
Carrying CI/DI pipes with specials and valves and lowering placing in position and laying carefully inside the trenches in proper alignment and gradient etc. including earth work in excavation of adequate width as per specification having min. clear cover from top of pipe is 1.10mtr. below existing ground level in any kind of soil including mixed with boulder, road sub-grade and its flank,but excluding moorum and laterite and stone etc.without damaging the exisiting telephone/electric cable etc.(in case of damaged if any type of cable line during excecution , necessary damaged charges as applicable by the respective authority will be borne by the agency in his own cost) preparing the bottom surface for continuous bedding of pipe line and laying pipes, fitting, fixing specials and valves with bailing out water if any including carriage of pipes, specials and valves from local deptt. store within 8KM and back filling the trenches with excavated earth in layers to original condition as per specification and direction of EIC. The surplus materials after execution of work are to be return to the deptt. store. N.B: i) Any deviation from required clear cover of 1.10mtr., due to site adverse condition, prior permission is to be obtained from the EIC in exceptional situation and payment will be made on prorate basis over the rate of entire item. ii) No payment will be made without hydraulic test of the pipe line either part or full. iii) The pipes, specials and valves , rubber gasket will be supplied deptt. free of cost. a) 150 mm Dia.
b) 200 mm Dia.
c) 250 mm Dia.
Supplying, fitting and fixing of C.I. Mechanical Compression Split Collars suitable for instantaneous repair of longitudinal and vertical splits in C.I. Spun Pipes (as per IS: 1536) and D.I. Pipes (as per IS: 8329) by encasing the damaged part completely. The Split Collars to be supplied 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 with minimum barrel pipe length in mm. i) 150mm with length 300mm.
ii) 200mm with length 300mm.
iii) 250mm with length 300mm.
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 (asper 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 andhydraulically 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 i) 150mm
iii) 250mm
Supplying including cost of installation of M.S. Patch Clamps suitable for instantaneous repair of horizontal cracks in C.I. Spun Pipes (as per IS: 1536) and D.I. Pipes (as per IS: 8329). The Clamp constitutes of two semicircular halves made out of 5/6 mm thick Steel Plate duly contoured to match the circumference of the pipes. The Clamp should be with suitable rubber lining / trey so that on fixing over the damaged pipe, it instantly repairs longitudinal cracks or hole in the pipe body. The length of the Clamp should be 300 mm up to 300 mm nominal dia and 500 mm in case of pipes of larger nominal diameter of pipe. Sealing Rubber Gasket should be of EPDM quality and Nut Bolts should be Zinc coated. Fitting and fixing should be in proper position with proper care of main pipe line for leak proof condition. i) 200mm
iii) 300mm
Hire charges of moveable type mounted earth excavator having minimum cutter size (1.0 cubic meter) & loader size (2.0 meter length x 0.75m width) for cutting & removal of any kind of soil, spoli etc. including cost of fuel, lubricants & manpower etc. in Water Supply Works. For beyond 8hrs. of working.
Making barricading of excavation trenches of road width upto 15mtr. to avoid any accident by providing 75mm dia bamboo post placed vertically & horizontally with the help of 6”size iron rail as per direction and satisfaction of EIC. (Applicable where critical situation arise and take up the work as per direction of EIC).
Extra Plumber in case of specials repair, dicmanteling of flange joint etc. as for direction of E.I.C.
Dewatering from the excavated trenches for repairing any type of pipe line including Hire Charge of pump / carriage / Fuel & lubricant / Operator etc. for big dia pipes more, than 200 mm dia all complete as per direction of EIC.
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 on the basis of measurement of finished quantity of work) (a) With earth obtained from excavation of foundation.
Please Enable Macros to View BoQ information
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.02 MB
BOQ_2445893.xls
BOQ • 0.38 MB
ANNEXURE.rar
Tender Documents • 0.49 MB
Download all tender documents and submit your bid