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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 ., Panskura - II Block-West Bengal

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.




Tender Notice

26589760
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 .
Open Tender
Indian
West Bengal
Panskura - II Block
01-02-2021

Tender Details

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 .

Key Value

Document Fees
Refer document
EMD
INR 20942.0 /-
Tender Value
INR 10.47 Lakhs /-

BOQ Items

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
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