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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st Lowest₹55.4 LAccepted-Finance VILL P O KASHMUL P S KASHMUL P S ULUBERIA DIST HOWRAH | KASHMUL | HOWRAH | WEST BENGAL | ₹55.4 L | 1st Lowest | Accepted-Finance 1st Lowest |
| 2 | 2nd Lowest₹55.7 L+₹26,173.45 (0.47%)Rejected-Finance VILL GUNANANDAPUR P O ANTILA P S BAGNAN DIST HOWRAH PIN 711312 | BAGNAN | HOWRAH | WEST BENGAL | 711312 | ₹55.7 L+₹26,173.45 (0.47%) | 2nd Lowest | Rejected-Finance 2nd Lowest |
| 3 | 3rd Lowest₹55.7 L+₹27,844.10 (0.50%)Rejected-Finance SUBHAS NAGAR ARUPARA PO G I P COLONY HOWRAH 711112 | HOWRAH | HOWRAH | WEST BENGAL | 711112 | ₹55.7 L+₹27,844.10 (0.50%) | 3rd Lowest | Rejected-Finance 3rd Lowest |
Tender Value
₹55.7 L
EMD Value
₹1.1 L
Closing Date
8 Aug 2026, 11:00 amClosed
The Assistant Engineer Uluberia Sub Div,PHE Dte
BAGNAN, KHADINAN, HOWRAH
Alternative laying of distribution pipe line for Proper water supply at village Rangmahal Kha Para within the commond area of Amritsal Pipe water supply scheme of Uluberia-I Block under uluberia Sub-Division Under Howrah Division. PHE Dte.
2026_PHED_1034224_1
WBPHED/AE/USD/NIET-03 OF 2026-2027
Open Tender
CIVIL WORKS
Percentage
45 days
Bagnan, Khadinan
Please refer Tender documents.
5 documents required · 5 mandatory
₹1.1 L
10 Aug 2026
25 Jul 2026
10 Aug 2026
25 Jul 2026
8 Aug 2026
25 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 | Sluice valve (PN-1.6) with cap [IS 14846/2000] 150 mm dia | - | each | 14,350 | - |
| 2 | Sluice valve (PN-1.6) with cap [IS 14846/2000] 80 mm dia | - | each | 4,313 | - |
| 3 | Air valve (PN-1.6) with cap [IS 14846/2000] 80 mm dia | - | each | 8,500 | - |
| 4 | Sluice valve (PN-1.6) with cap [IS 14846/2000] 100 mm dia | - | each | 6,138 | - |
| 5 | Construction of different dia Sluice valve /Air valve /Washout chamber in different sizes for village road where light traffic run and for main road where heavy traffic run as deptt. approved drawing with 25cm thick brick work (1:6) over cement concrete (4:2:1) over a single B/F soling over150mm.thick sand filling in foundation including earth work in excavation and disposal of excess earth from work site with RCC (1:1.5:3) cover slab 100mm / 150mm thick slab on top of chamber with 1% reinforcement in RCC cover slab with necessary opening for operation of valve all complete including cost of labour & materials as per Departmental Dwg. [Reinforcement type:- Other manufactuerers not specified] 80 mm to 150 mm dia pipe | - | each | 12,649 | - |
| 6 | Making flange joint to DI/CI pipes, specials and valves where necessary with supply of required rubber insertion and nut bolts, washers etc. of approved quality and type all complete as per specification and direction of EIC (Nut and bolts shall be of TATA/GKW rate). a) 80mm dia | - | each | 112 | - |
| 6.01 | d) 150mm dia | - | each | - | - |
| 7 | MECHANICAL JOINT
Making Mechanical joints C.I. Specials of the following nominal diameter, including fitting, fixing and fasting follower gland, rubber insertion, bolts & nuts as per direction of the EIC 150 mm Dia | 45 | each | 66.55 | ₹2,994.75 |
| 8 | Carrying Cl/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. PHE
SOR, pg- L1 150mm dia | 99 | mtr | 112 | ₹11,088 |
| 9 | Making rubber gasket joint to CI/DI pipes maintaining proper alignment level etc. by mechanical arrangement with or without using mobile cranes where necessary and with help of all other equipments tools and tackles etc. as required providing lubricants of approved quality and direction of EIC. (rubber gasket will be supplied deptt. free of cost) PHE SOR, pg- L15 150mm dia | 18 | each | 38 | ₹684 |
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