Construction Of Pump House With Toilet, Plinth Protection Etc. Installation Of Iep And Boundary Wall At Thakurganj Of Thakurganj Piped Water Supply Scheme At Phansidewa Block Under Siliguri Sub Division, P.H.E. Dte. In The Dist. Of Darjeeling.
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Project Description
Construction Of Pump House With Toilet, Plinth Protection Etc. Installation Of Iep And Boundary Wall At Thakurganj Of Thakurganj Piped Water Supply Scheme At Phansidewa Block Under Siliguri Sub Division, P.H.E. Dte. In The Dist. Of Darjeeling.
BOQ
| Sl. No. | Item Description |
| 1 | Laying and Jointing PVC Pipe. Heading |
| 2 | Construction of Pump House (3600mm x 2400mm x 3300mm height) with toilet (2100mm x 1350mm) sanitary and plumbing arrangement along with verandah (3975mm x 1500mm) having plinth height 600m m. Two numbers door, two numbers window fitted with 100mm x 75mm Sal wood frame fitted with 100mm x 58mm x 1.90mm iron butt hinges. One number door and all window made of 35mm thick wooden shutters and 19mm thick panel of Sishu, Gamar, Champ, Badam, Bhola etc. and one number door is PVC moulded shutter for toilet. One number Orissa pattern WC (580mm x 440mm) including P or S trap. Three numbers MS or WI ornamental grill fitted at toilet. Construction of Septic Tank for 10 users, inspection chamber, soak well as per PWD schedule & drawing. fitting, fixing 10 liter PVC low down cistern and all necessary fittings, towel rail (25mm dia x 450mm long). Supplying, fitting and fixing 500 litres capacity PVC water storage tank, Plumbing with 25mm and 15mm dia PVC pipe and necessary fittings. MS ornamental grill for window opening, providing 5 nos RCC ventilator in room, 150mm dia GI pipe for lifting arrangement of Pumping machinary. White washing inside and Protective and Decorative Acrylic exterior emulsion paint over a coat of primer for outside the pump house, painting the grills and wooden works over the coat of primer etc.all complete as per direction of the EIC and as per attached detailed drawing.(Any deviation in plingh height as per site condition, an additional rate Rs.3192.00 per 50mm height will be add or deduct as per approved departmental analysed rate.) |
| 3 | Construction of Blower Room (3600mm x 3000mm x 3300mm height) having plinth height 600 mm. One number door (1200mm x 2100mm), two numbers window (900mm x 1200mm) fitted with 100mm x 75mm Sal wood frame fitted with 100mm x 58mm x 1.90mm iron butt hinges. One number door and all window made of 35mm thick wooden shutters and 19mm thick panel of Sishu, Gamar, Champ, Badam, Bhola etc. fitted with all necessary fitting such as clamp, butt hinges, iron bolt, socket bolt, D-type handle, door ring etc. MS ornamental grill for window opening, providing 6 nos RCC ventilator in room for arrenging of necessary blower mationary. White washing inside and Protective and Decorative Acrylic exterior emulsion paint over a coat of primer for outside the pump house, painting the grills and wooden works over the coat of primer etc.all complete as per direction of the EIC and as per attached detailed drawing.(Any deviation in plingh height as per site condition, an additional rate @ Rs.1689.00 per 50mm height will be add or deduct as per approved departmental analysed rate.) |
| 4 | BOUNDARY WALL |
| 5 | P.W.D.Bldg.; pg-1; It 2(a)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 spoils within a lead of 75 mtr. as directed. The item includes necessary trimming the sides of trenches, leveling, dressing and ramming the bottom, bailing out water as required complete. A. Depth of excavation not exceeding 1.5mtr. |
| 6 | P.W.D. Bldg.; pg-14; It 1 Single B.F.S. of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 7 | P.W.D. Bldg.; pg-24; It 4 Ordinary Cement Concrete M-15 [ Mix 4 : 2 : 1 ] withgraded stone chips (20 mm.size) excluding shuttering and reinforcement, if any, in ground floor. As per IS 456-2000 a) River Bazree,N.B.Variety |
| 8 | 1:2:4 proportion |
| 9 | P.W.D. Bldg.; pg-1; It 3(a) 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) |
| 10 | A. with earth obtained from Excavation of Foundation |
| 11 | P.W.D. Bldg.; pg-42; It 36(a)&(b) Hire and labour charges for shuttering with centering& necessary staging upto 4 Mtr using approved. Stout props & thick hard wood planks of approved thickness with required bracing for concrete stabs, beams, columns, lintels curved or straight including fitting, fixing and striking out after completion of works. ( upto roofof ground floor) |
| 12 | a)25mm to 30mm thick wooden shuttering as per dicision & direction of EIC |
| 13 | P.W.D. Bldg.; pg-26; It 10(i) Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes.(i) N.B. Variety, River bazree. |
| 14 | P.W.D. Bldg.; pg-16; It 16 125mm thick brick work with 1rt. class bricks in cement mortar (4:1) in ground floor using approved . |
| 15 | P.W.D. Bldg.; pg-44; It 40(a)(i)(II) Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction.a) For works in foundation, basement and upto roof of ground floor / upto 4 Mtr.i) Tor steel / Mild steel. I.Other than SAIL/ TATA/RINL |
| 16 | P.W.D. Bldg.; pg-189; It 1 Plaster (to wall floor ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints, including throating, nosing and drip course, scaffolding /staging where necessary (Ground floor) |
| 17 | i) with 6:1 cement mortar 20.mm thick plaster |
| 18 | b) 15mm thick plaster ii) with4:1 cement mortar |
| 19 | P.W.D. Bldg.; pg-192; It 15Neat cement punning about 1.5 mm thick in wall, dado, window, sills, floor, drain etc.(Cement 0.152 cum per 100 sq.m.) |
| 20 | P.W.D. Bldg.; pg-200; It 1(a)Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc |
| 21 | P.W.D. Bldg.; pg-201; It 2(A)(b)(iv) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. Including using of approved putty etc. on the surface, if necessary :(b) On steel or other metal surface : With super gloss (hi-gloss) -(iv) Two coats (with any shade except white) |
| 22 | P.W.D. Bldg.; pg-222; It 13 Supplying fitting and fixing 600 mm ( ±30 mm) diametre R.B.T (Reinforced Barbed Tape) Concertina fencing on wall top using concertina coils stretched to approx.6 meters length at site clipped with two nos. of horizontal R.B.T strands which will be tensionedand fixed with the vertical M.S angle iron posts by means of security fasteners (such as \"C\" clips, R.B.T clips etc.) |
| 23 | P.W.D. Bldg.; pg-196; It 8(b) Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer\"s specification and as per direction of the EIC(b) Two CoatsIn Ground Floor- |
| 24 | P.W.D. Bldg.; pg-197; It 17(c) Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer\"s specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. c) Primium 100% Acrylic Emulsion.In Ground Floor- |
| 25 | P.W.D. Bldg.; pg-2; It 4(B) Filling in foundation or plinth by sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water ramming complete including the cost of supply of sand. (Payment to be made on measurement of finished quantity)a) By silver sand |
| 26 | P.W.D. Bldg.; pg-99; It 1 M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make andbrand conforming to IS:814- 2004, haulage, hoisting and erectionall complete. The rate includes the cost of rolled steel section,consumables such as electrodes, gas and hire charge of all tools andplants and labour required for the work including all incidentalchages such as electricity charges, labour insurance charges etc.I) For structural members of specified sections weighing less than22.5 Kg./m |
| 27 | P.W.D. Bldg.; pg-102; It4Drilling holes of requisite diameter in R.S. joists channels, tees. Plates etc.(a) (I) Dia. Upto 12mm and depth upto 10 mm. |
| 28 | M.S. gate of Jail type as per approved design made of strong M.S. frame work, intermediate stiffeners and round / square bars or angles. M.S. sheet (not less than 14 gauge) gussets, cleats etc. including necessary riveting, bolting, welding, locking and hanging arrangements, fitting and fixing complete as per direction of the Engineer-in -charge. In ground floor. |
| 29 | Locking arrangement for Jail type doors including supplying fittingand fixing in position complete as per approved design. |
| 30 | Supplying, Fabrication, Erection on suitable RCCfoundation and Commissioning with 3 (three) months TrialRun (including cost of routine testing of water sample forperformance evaluation) of pressure type Iron removalplant as per design norms of the P.H.E. Dte. with necessaryaccessories viz. MS fabricated shell with minimum 10 mmthick MS plate with 2 (two) coats of anticorrosive paint &minimum 12 mm thick MS media supporting plate fittedwith required no. of pot strainer, MS fabricated oxidationchamber with minimum 10 mm thick plate with necessarypipe connection, valves, Gauges & other instruments asrequired as per departmental approved design & drawingincluding cost of filter media, Air Compressor & Air blowerwith motor, starter, main switch etc. of required capacity & approved specification including power connection frommain line etc. all complete. i) 50 CuM/Hr. capacityRate excludes the cost of Concrete Platform & drain, and the cost of Blower Room For more than 50 cum/hr, twin unit of equal size in parallel shall be adopted. |
| 31 | Add GST 18% |
| 32 | Cess 1% |
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