Public Health Engineering Department-PHED has published Additional Works Of Surface Water Based Water Supply Scheme For Panskura-Ii Block Within Purba Medinipur District Bulk Supply Of Clear Water From Takeoff Points Upto Existing Over Head Reservoir At Ktps Township .. Submission Date for this Tender is 01-02-2021. Reservoir Tenders in Panskura - II Block West Bengal. Bidders can get complete Tender details and download the document.
Name of Work: Additional works of Surface water based water supply scheme for Panskura-II Block within Purba Medinipur District bulk supply of clear water from take off points upto existing over Head Reservoir at KTPS Township under of Tamluk Sub Division, of Tamluk Division PHE Dte.. | |||||
---|---|---|---|---|---|
Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Supply & delivery of different dia. C.I.D.F. Sluice Valves (Special Type) PN-1.0 of different dia.make with Cast Iron double flanged non-rising spindle Sluice Valves generally conforming to IS:14846/2000 with latest ammendment if any, having body door dome/bonnet and and cover of Cast Iron Gr. F.G. 210 mm,spindle of IS :6603 , Gr.-12/Gr.-13 non-magnetic nut & seat rings are of Gunmetal as per IS:318 LTB-2 flanges and drilled to IS :1538 Part-IV & VI valves are suitable for miximum working pressure of 10 kg./sqm.cm.(seat test) and body test to 15 kg./sqcm. | BI01010001010000000000000515BI0100001113 | ||
2 | 1.01 | NB: The above item should be procured from the reputed manufactures as per deptt approved vender list. | BI01010001010000000000000515BI0100001114 | ||
3 | 1.02 | a)150 mm.dia. | BI01010001010000000000000515BI0100001115 | 5 | each |
4 | 1.03 | b)200 mm.dia. | BI01010001010000000000000515BI0100001116 | 2 | each |
5 | 1.04 | c)100 mm.dia. | BI01010001010000000000000515BI0100001117 | 2 | each |
6 | 1.05 | d)450 mm.dia. | BI01010001010000000000000515BI0100001118 | 1 | each |
7 | 2 | 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\nover150mm.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] | BI01010001010000000000000515BI0100001119 | ||
8 | 2.01 | a) 80 mm.to 150 mm dia pipe | BI01010001010000000000000515BI0100001120 | 7 | Nos |
9 | 2.02 | b) 200 mm dia pipe | BI01010001010000000000000515BI0100001121 | 2 | Nos |
10 | 2.03 | c) 400 mm.to 450 mm dia pipe | BI01010001010000000000000515BI0100001122 | 1 | Nos |
11 | 3 | Supply and delivery C.I. jeffy (flexible) coupling as per IS specification with latest amendment including all taxes and charges complete. | BI01010001010000000000000515BI0100001123 | ||
12 | 3.01 | a) 150 mm. dia | BI01010001010000000000000515BI0100001125 | 2 | each |
13 | 4 | Supply of E.R.W.M.S black pipe of approved make (heavy duty) as per standerd specification having wall thickness not less than 8 mm. Section | BI01010001010000000000000515BI0100001126 | ||
14 | 4.01 | (i) 200 mm dia (internal) | BI01010001010000000000000515BI0100001127 | 12 | mtr. |
15 | 4.02 | (i) 450 mm dia (internal) | BI01010001010000000000000515BI0100001128 | 8 | mtr. |
16 | 5 | 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 existing telephone /electric cable etc. ( in case of damaged if any type of cable line during excavation , 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 8 KM and back filling the trenches with excavated earth in layers to original condition as per specification and direction of EIC. | BI01010001010000000000000515BI0100001129 | ||
17 | 5.01 | a) 200 mm. dia , | BI01010001010000000000000515BI0100001130 | 542 | mtr. |
18 | 5.02 | b) 150 mm. dia , | BI01010001010000000000000515BI0100001131 | 550 | mtr. |
19 | 6 | Painting with ready mixed black Japan approved make & brand including smoothening surface. | BI01010001010000000000000515BI0100001132 | ||
20 | 6.01 | a) Two coats ( 2 X 3.14 X 0.2 X 12 = 15.072 sqm | BI01010001010000000000000515BI0100001133 | 15.072 | Cum. |
21 | 7 | Making flange joint to CIDF pipe, specials and valves where necessary nuts and bolts, rubber insertion of 6kg/sqm(3mm gauge)and materials required including if any tools and plants, labour cost etc as per specification and direction of EIC (Nut and bolts shall be of TATA/GKW rate).\nTATA/GKW make) for | BI01010001010000000000000515BI0100001134 | ||
22 | 7.01 | a) 150 mm.dia. | BI01010001010000000000000515BI0100001135 | 30 | nos |
23 | 7.02 | b) 200 mm dia | BI01010001010000000000000515BI0100001136 | 22 | nos |
24 | 8 | Supply the following materials for connection of inlet, outlet, overflow, washout of OHR as per deptt. Drawings. | BI01010001010000000000000515BI0100001137 | ||
25 | 8.01 | N.B: For OHR use CIDF class B pipe for inlet, outlet, overflow and washout. | BI01010001010000000000000515BI0100001138 | ||
26 | 8.02 | (D) C.I.D.F 90° Bend as per I.S.1538 (Part-XXI)-1976 with latest amended | BI01010001010000000000000515BI0100001139 | 50 | Kg |
27 | 9 | Making rubber gasket Joint to CI/DI pipes maintaining proper alignment level etc by mechanical arrangement with or with out 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 depttly free of cost). | BI01010001010000000000000515BI0100001140 | ||
28 | 9.01 | a) 200 mm. dia | BI01010001010000000000000515BI0100001141 | 115 | each |
29 | 9.02 | b) 150 mm. dia | BI01010001010000000000000515BI0100001142 | 120 | each |
30 | 10 | Cutting DI pipe (all class & type) to required length with cutting device etc and grinding the cutting portion with file as per direction and satisfaction of EIC. | BI01010001010000000000000515BI0100001143 | ||
31 | 10.01 | a) 400 mm dia to 450 mm dia pipe | BI01010001010000000000000515BI0100001144 | 2 | each |
32 | 10.02 | b) 150 mm dia to 200 mm dia pipe | BI01010001010000000000000515BI0100001145 | 10 | each |
33 | 11 | Crossing for heavy vehicular metal road by horizontal boring arrangement by water jet systgem through any kind of soil including of C.I.Casing pipe of any dia up to 350 mm including hiring of boring set, pump set, other tools and plants as may be necessary for the work including of earth cutting on both ends of the road. (Beyond 150mm. dia.) | BI01010001010000000000000515BI0100001146 | 24 | mtr. |
34 | 12 | Chamfering the spigot end of all type/class of DI pipes for proper using of push joint by means of grinder set at site for proper joint etc. All complete as per direction of EIC. | BI01010001010000000000000515BI0100001147 | ||
35 | 12.01 | a) 150 mm dia | BI01010001010000000000000515BI0100001148 | 2 | each |
36 | 12.02 | b) 200 mm dia | BI01010001010000000000000515BI0100001149 | 2 | each |
37 | 13 | Making holes in two sides of wall of culvert/drain or any other structures in any places for laying any dia pipe line within structures intwo sides of wall of culvert/drain/any structure at any places and mending good damages all complete as per direction of EIC. | BI01010001010000000000000515BI0100001150 | 2 | each Side |
38 | 14 | 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) | BI01010001010000000000000515BI0100001151 | 750 | Mtr. |
39 | 15 | Filling the pipe line with water, testing hydraulically as perI.S 3114-1965 (Article-6) in section of a length not exceeding 500mtr. For head of pressure as per specification including supplying installing and fixing all equipments such as diesel pump set, blank flang, pressure gauge, valve, pressure pump and all other tools and plants including drilling topping and plugging of necessary holes to pipes, blocking ends providing temporary thrust block and subsequent blocking of holes and other jointing materials and dismantling and removal of the same including disposal of water etc. all complete as per specification and direction of EIC. The rate is inclusive of cost of requisite water to be arranged by the contractor (Recovery rate of water @ Rs. 10.00/m3, if contractor used water from deptt. source). | BI01010001010000000000000515BI0100001152 | ||
40 | 15.01 | A) For CI/DI pipe | BI01010001010000000000000515BI0100001153 | ||
41 | 15.02 | a) 150 mm. dia | BI01010001010000000000000515BI0100001154 | 550 | mtr. |
42 | 15.03 | b) 200 mm. dia | BI01010001010000000000000515BI0100001155 | 542 | mtr. |
43 | 16 | Cleaning thoroughly the inner surface of pipe line including specials and valves by flushing with water and subsequently disinfection of the same pipe line by flushing again with water containing bleaching powder resulting in residual chlorine not less then 15 mg/ltrs. after 24 hrs. of such filling including laboratory testing of water samples obtain from the disinfested pipe line and disposal of water from the pipe line after completion of the work. The rates including of cost of requisite water to be arranged by the contractor) (The rate of water @ Rs. 10/m3 may be recovered, if the contractor used water from deptt. source). | BI01010001010000000000000515BI0100001156 | ||
44 | 16.01 | A) For CI/DI pipe | BI01010001010000000000000515BI0100001157 | ||
45 | 16.02 | a) 150 mm. dia | BI01010001010000000000000515BI0100001158 | 550 | mtr. |
46 | 16.03 | b) 200 mm. dia | BI01010001010000000000000515BI0100001159 | 542 | mtr. |
47 | 17 | a) Ordinary cement concrete (mix 1:2:4) with graded stone chips (20mm nominal size) excluding shuttering and reinforcement if any in ground floor as per relevant IS codes. i) Pakur variety | BI01010001010000000000000515BI0100001160 | 2 | Cum. |
48 | 18 | Brick work with 1st class bricks in cement mortar (1:6) | BI01010001010000000000000515BI0100001161 | ||
49 | 18.01 | a) In foundtion and plinth. (1:6) | BI01010001010000000000000515BI0100001162 | ||
50 | 18.02 | 1 x 20 x 0.50 x 0.50 x 0.60 = 3.0 cum | BI01010001010000000000000515BI0100001163 | 3 | Cum. |
51 | 19 | Cleaning compound premises of shurbs, plants,jungles etc by cutting and removing as directed. | BI01010001010000000000000515BI0100001164 | ||
52 | 19.01 | 1x 75.25 x 45.65 = 3435.16 sqm, | BI01010001010000000000000515BI0100001165 | 3435.16 | sqm |
53 | 20 | Filling in foundation or plinth by silver sand in layer not exceeding 150mm as directed and consolidating the same by thorough saturation with water ramming complete including cost of supply of sand.(payment to be made in measurement of finished quantity) | BI01010001010000000000000515BI0100001166 | ||
54 | 20.01 | Thrust Block- 12 x 1.0 x 1.0 x 0.15 = 1.80 cum,say 2.0 cum | BI01010001010000000000000515BI0100001167 | 2 | Cum. |
55 | 21 | Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | BI01010001010000000000000515BI0100001168 | ||
56 | 21.01 | Thrust Block -12 x 1.0 x 1.0 = 12.00sqm | BI01010001010000000000000515BI0100001169 | 12 | sqm |
57 | 22 | Ordinary cement concrete (mix 1:1.5:3) with graded stone chips (20mm.size) excluding shuttering and reinforcement, if any. In ground floor as per relevant IS Codes, IS:456-2000,\na)Pakur variety (Analysis)\n | BI01010001010000000000000515BI0100001170 | ||
58 | 22.01 | Thrust Block = 12 x 0.75 x 0.75 x1.0 = 6.75 cum say7.00 cum | BI01010001010000000000000515BI0100001171 | 7 | Cum. |
59 | 23 | Carriage of pipe and specials from Deptt store including loading and unloading and stacking at store of any pwss(By van or other means) | BI01010001010000000000000515BI0100001172 | 20 | trip |
60 | 24 | Welding in M.S structural work with gas or electric | BI01010001010000000000000515BI0100001173 | ||
61 | 24.01 | Continuous weld | BI01010001010000000000000515BI0100001174 | 3050 | cmrun |
62 | 25 | Supply and delivery of D.I. Specials ( Push on joint) including Loading,& unloading at site ( as per requirement ) but excluding rubber gasket as per I.S.-9528/2000 specification mark (Test certificate from the manufacturer as well as inspection certificate from the Third party inspection agency,to be arranged by the Agency at their own cost provided approved by the EIC ) including all Taxes & charges what so ever.D.I. Doubel Socket Bend.(Resource rate) | BI01010001010000000000000515BI0100001175 | ||
63 | 25.01 | 200 mm 90° dia | BI01010001010000000000000515BI0100001176 | 2 | nos |
64 | 25.02 | 150 mm 90° dia | BI01010001010000000000000515BI0100001177 | 4 | nos |
65 | 25.03 | 150 mm 45° dia | BI01010001010000000000000515BI0100001178 | 3 | nos |
66 | 25.04 | 150mm. 22½0 dia. | BI01010001010000000000000515BI0100001179 | 1 | nos |
67 | 26 | Supply and delivery of D.I. Specials ( Push on joint) including Loading,& unloading at site ( as per requirement ) but excluding rubber gasket as per I.S.-9528/2000 specification mark (Test certificate from the manufacturer as well as inspection certificate from the Third party inspection agency,to be arranged by the Agency at their own cost provided approved by the EIC ) including all Taxes & charges what so ever.D.I. All Socket Tee (Resource rate) | BI01010001010000000000000515BI0100001180 | ||
68 | 26.01 | 200x200x150 mm.dia | BI01010001010000000000000515BI0100001181 | 2 | nos |
69 | 27 | Supply and delivery of D.I. Specials ( Push on joint) including Loading,& unloading at site ( as per requirement ) but excluding rubber gasket as per I.S.-9528/2000 specification mark (Test certificate from the manufacturer as well as inspection certificate from the Third party inspection agency,to be arranged by the Agency at their own cost provided approved by the EIC ) including all Taxes & charges what so ever.D.I. flanged Socket Tail piece. (Resource rate) | BI01010001010000000000000515BI0100001182 | ||
70 | 27.01 | 150 mm dia | BI01010001010000000000000515BI0100001183 | 2 | nos |
71 | 27.02 | 200 mm dia | BI01010001010000000000000515BI0100001184 | 3 | nos |
72 | 28 | Supply and delivery of D.I. Specials ( Push on joint) including Loading,& unloading at site ( as per requirement ) but excluding rubber gasket as per I.S.-9528/2000 specification mark (Test certificate from the manufacturer as well as inspection certificate from the Third party inspection agency,to be arranged by the Agency at their own cost provided approved by the EIC ) including all Taxes & charges what so ever.D.I. flanged Spigot Tail piece. (Resource rate) | BI01010001010000000000000515BI0100001185 | ||
73 | 28.01 | 150 mm dia | BI01010001010000000000000515BI0100001186 | 2 | nos |
74 | 28.02 | 200 mm dia | BI01010001010000000000000515BI0100001187 | 4 | nos |
75 | 29 | Supply and delivery of D.I. Specials ( Push on joint) including Loading,& unloading at site ( as per requirement ) but excluding rubber gasket as per I.S.-9528/2000 specification mark (Test certificate from the manufacturer as well as inspection certificate from the Third party inspection agency,to be arranged by the Agency at their own cost provided approved by the EIC ) including all Taxes & charges what so ever.D.I. double socket reducer. (Resource rate) | BI01010001010000000000000515BI0100001188 | ||
76 | 29.01 | 200 x 150 mm dia | BI01010001010000000000000515BI0100001189 | 2 | nos |
77 | 30 | Add GST @12% (CGST@6%+SGST@6%) | BI01010001010000000000000515BI0100001190 | 1 | GST |
78 | 31 | Add Cess @1% | BI01010001010000000000000515BI0100001191 | 1 | Cess |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail