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| 1 | PURE DRINGKING WATER FACILITY |
| 2 | PWD(WB), BUILDING WORKS, Page 01, hem-2(a)Earth work in excavation of foundation trenches or drains, in all sorts of soll (including mixed soil but excluding laterite or sandstone) including removing. spreading or stacking the spolls within a lead of 75 m. as directed. The item Includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, balling out water as required complete |
| 3 | PWD(WB), BUILDING WORKS, Page-03 nem-30A) Filling in foundation or plinth by silver 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) |
| 4 | PWD(WB), BUILDING WORKS, Page-11, Item-1Single brick flat soling of picked jhama brick including ramming and dressing bed to proper level and filling joints with powdered earth or local sand. |
| 5 | PWD(WB), BUILDING WORKS, Page-12, Rem-5Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement, if any, in ground floor as per relevant IS codes. b) River bazree. |
| 6 | PWD(WB), BUILDING WORKS, Page 14, hem-7(4) 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.b. River bazree. |
| 7 | PWD(WB), BUILDING WORKS, Page-27, Item-15Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. including supply of rods, 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 inter-section, complete as per drawing and direction. for works in foundation,basement and upto roof of ground floor / upto 4.0m. i. Tor steel / Mild steel |
| 8 | PWD(WB), BUILDING WORKS, Page-26, Item-12 Hire and labour charge for shuttering with centreing and necessary staging upto 4 m. using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, columns, lintels curved or staight including fitting fixing and striking out after complection of works. (upto roof of ground floor) b)25mm to 37mm. Thick without staging of wooden shuttering |
| 9 | b)25mm to 37mm. Thick wooden shuttering upto roof of ground floor. |
| 10 | Brick work with 1st class bricks in cement mortar (6:1) In foundation and plinth |
| 11 | PWD(WB), BUILDING WORKS, Page-45, Item-12 25mm. thick damp proof course with cement concrete with stone chips (1:1.5:3) [with graded stone aggregate 10 mm nominal size] and admixture of water proofing compound as per manufacturer\"s specification followed by two coat of poiyymer based paint, (1st coat after 4 to 5 days of concrete laying and 2 nd coat just before brick masonry work) as directed (cost of water proofing compound & polymer based paint to be paid separately).( Chequering not required over concrete or painted surface). [Note: - aterproofing as per item NO 60, polymer based paint as per item 59 (a) of Section (C). |
| 12 | 125 mm. thick brick work with 1st class bricks in cement mortar (4:1) in ground floor. |
| 13 | PWD(WB), BUILDING WORKS, Page-151, Item-2(i)bPlaster ( to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering conrners as directed and raking out joints or roughening of concrete surface, including throating, nosing and drip course where necessary (ground floor). With 6:1 cement mortar 20 mm. thick plaster |
| 14 | with 6:1 cement mortar 15 mm. thick plaster |
| 15 | With 4:1 cement mortar 10 mm. thick plaster |
| 16 | PWD(WB), BUILDING WORKS, Page-36, Item-66 Supplying and laying true to line and level vitrified tiles of approved brand (size not less than 600 mm X 600 mm X 10 mm thick) in floor, skirting etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry back side of tiles using cement @ 2.91Kg./sqM or using polymerised adhesive (6 mm thick layer applied directly over finished artificial stone floor/Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per sqM below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles / epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete including the cost of materials, labour and all other incidental charges complete true to the manufacturer\"s specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contrr]e) I (I) With application slurry @1.75 kg/ Sq.m, 20 mm sand cement mortar (1:4) & 2 mm thick cement slurry at back sideof tiles, 0.2 kg/ Sq.m white cement for joint filling withpigment.(A) Deep Colour & White |
| 17 | PWD(WB), BUILDING WORKS, Page-151, Item-2(i)b Plaster ( to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering conrners as directed and raking out joints or roughening of concrete surface, including throating, nosing and drip course where necessary (ground floor). With 4:1 cement mortar 10 mm. thick plaster |
| 18 | Neat cement purining about 1.5 mm. thick in wall, dado, window, sills.floor, drain etc. |
| 19 | PWD(WB), BUILDING WORKS, Page- 72, Item-01 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-in- charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1956 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 1957, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section,consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. I) For structural members of specified sections weighing not less than 22.5 Kg./m |
| 20 | White washing including cleaning and smoothening surface thoroughly. c) Three coats (on new works only). |
| 21 | PWD(WB), BUILDING WORKS Applying decorative cement based paint of approved quality after preparing the surface Including scraping the same thoroughly (plastered or concrete surface) as per manulacturer\"s specification. b) Two coats . |
| 22 | (b) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc |
| 23 | PWD(WB), BUILDING WORKS, Page-162, Item-8 (A) Painting with best quality synthetic enamel paint of approved make and brand Including smoothening surface by sand parpering etc. in cluding using of approved putty etc. on the surface, if necessary. |
| 24 | PWD(WB), SANITARY & PLUMBING,Labour for boring tube well of required dia. by water jet system through any type of soil strata including hire and labour charges for boring pipes, scaffolding, tools and plants as necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidental works in the connection. The tube well should have a minimum 50 mm gap in between the outside of the tubewell pipe and the bore. a) for depth up to 150.00m. for 50mm. dia. tube well top enlargement of 100mm dia. 50 mm dia. boring etc |
| 25 | 100 mm dia. boring etc |
| 26 | Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I).(A) PVC Pipes(i) 50 mm dia. (internal) |
| 27 | (ii) 100 mm dia. (internal |
| 28 | Supplying PVC strainer of approved make with adapter conforming to I.S.12818 specifications.50 mm dia. |
| 29 | PWD(WB), SANITARY & PLUMBING,Supplying, fitting and fixing steel cutter piece upto 450 mm long with sockets. (i) 40 mm dia. |
| 30 | Supplying, fitting and fixing steel cutter piece upto 450 mm long with sockets. |
| 31 | Collecting sample of water for bacteriological and chemical test from any depth at any time during execution of work including hire and labour charges for tools and plants andsterilising the equipments, paying all charges and fees, testing etc. complete in all respect as per direction. |
| 32 | PWD(WB), SANITARY & PLUMBING, Page- 125 , Item-6Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer e) 1000 litre capacity |
| 33 | PWD(WB), SANITARY & PLUMBING, Page- , Item-Labour for hoisting plastic water storage tank.(i) Upto 1500 litre capacity.(a) Upto 1st story from G.L |
| 34 | PWD(WB), SANITARY & PLUMBING, Page- , Item-Labour for punching hole in plastic water storage tank upto 50 mm dia. |
| 35 | PWD(WB), SANITARY & PLUMBING, Page- 54 , Item-11Supplying, fitting and fixing heavy type bell mouth reducing socket. (i) 50 mm X 100 mm |
| 36 | PWD(WB), SANITARY & PLUMBING, Page- 54 , Item-17Supplying, fitting and fixing heavy type bell mouth reducing socket. (i) 75 mm X 150 mm |
| 37 | PWD(WB), SANITARY & PLUMBING, Page- 54 , Item-18Supplying, fitting and fixing GI Cap at top @150 mm. |
| 38 | Washing and developing tube wellwith are compressor pump and eugine for 8 hours continuous pumping per day with necessary arrangem at for testing the yield in gallons per hour with v notch including hire and labour charge for all tools and plants and scaffalding as requred |
| 39 | PWD(WB), SANITARY & PLUMBING, Page- 55 , Item-23Supplying, fitting and fixing Gelv. Pipe 15mm |
| 40 | PWD(WB), SANITARY & PLUMBING, Page- 53, Item-12Supplying,fitting and fixing check valve (horizontal) G.M. tested to 21 kg per sq. cm.(i) 50 mm |
| 41 | PWD(WB), SANITARY & PLUMBING, Page- 29 , Item-1Supplying, fitting and fixing CPVC (Chlorinated Polyvinyl Chloride) pipes of approved make conforming to IS-15778: 2007 . with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials in any positionabove ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. a) For Exposed Work (ii) CPVC Pipes Class-2,SDR-13.5 (iii) 25 mm. dia. |
| 42 | PWD(WB), SANITARY & PLUMBING, Page- , Item-Supplying, fitting and fixing alloy iron with brass spindle bib cock/ stop cock of approved brand and make , spray painted and tested and to 21 kg per sq.cm. 15 mm. |
| 43 | PWD(WB), sanitary & plumbing Works Construction of circular soak well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L. and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C. manhole cover (heavy type)of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements for pipe nections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials. With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00m inside dia |
| 44 | supply transport installation and commissioning of solar PV installation for water pumping system with fixed structure on roof consisting of solar panels framed in anodised minium frame mounted on stable hot dipped galvanised the rate is inclusive of manufacturers warranty and comprehensive maintenance for 1st year and comprehensive masintenece for 4 years beyond 1st year. |
| 45 | Supply, installation testing &lowering of 2.0 HP oil Solar submersible pump motor setcomplete having Suitable discharge as per yield test of well. Submersible cable of 30 mtr 3-core 2.5 sq-mm cable with MOC bar chart and necessary control panel and starter aspermanufacturer specification. |
| 46 | Supplying,Fitting Fixing & Installation of Iron Removing Filter Plant Capacity 1500 LPH IR Media FilterWorking -DownilowMax Flow Rate -3m3/hrWorking Pressure-1-3 kg/cm2Size -13\"X54\"Make Pentair(BIS Standards & Including 1 Year Warranty) |
| 47 | Supply and fixing round 2-core 4 sq-mm PVC multi core FR wire for aray connecting. |
| 48 | Supply and fixing MC4 connector for panel loop. |
| 49 | Earthing with 50 mm (2\") dia G.l. pipe 3.64 mm thick x3 mts. Long and 1 x4 SWG G.I. Wire (4 mts. Long) 13mm dia. X 80 mm long G. pipe protection (1 mtr, long) to be filed with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 ms. Below the ground levelincluding excavation of soil |
| 50 | Power conditioning unit For 2HP capacity pump infor sel |
| 51 | Providing & fixing Concrete Sign Board as per IRCspecification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in- Charge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.) |
| 52 | ADD GST + L cess + adjust Please Enable Macros to View BoQ information |
