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| 1 | Part-A:Drilling, Installation and Development of Proposed Heavy Duty Tubewell of size 355.6 mm x 219.1 mm O.D with ERW pipe up to a depth of 150 mtrs in place of defunct one.Drilling of bore hole 55.88 cm dia through any kind of soil by adopting any method of drilling (by Direct or Reverse Circulation Rotary Rig) upto required depth including digging trenches and pits etc. all complete.(i) Upto 30 metres below G.L. |
| 2 | (ii) beyond 30 metres and upto 60 metres. |
| 3 | (iii) beyond 60 metres and upto 90 metres |
| 4 | (iv) beyond 90 metres and upto 120 metres |
| 5 | (v) beyond 120 metres and upto 150 metres |
| 6 | (vi) beyond 150 metres and upto 165 metres.N.B. :- (a) The rates are inclusive of all reaming operations in case of Direct Circulation Rig. (b) For Siliguri Sub-Divn./ Alipurduar Sub-Division/ Malbazar Sub-Division /Chopra Block (under Uttar Dinajpur District) / Birbhum District / Purulia District / Bankura District / Paschim Medinipur District (except Ghatal, Daspur I & II Block), the above rates shall be enhanced by 10%.(c)In case the bore hole isdecided to be abundoned by the competent authority due to non-availability of suitable thickness of aquifer capable of yielding desired discharge, the payment for abandoned bore hole shall be made (i) at 100% of the rates in case of drilling by Reverse Circulation Rig, and (ii) at 50% of the rates in case of drilling by Direct Circulation Rig.(d) Measurment will be taken below ground level taking ground level as zero for payment. |
| 7 | Labour charges for lowering of ERW pipes, strainers, blank pipe etc. and fitting, fixing and jointing of tubewell assembly at site by welding in a manner as will be specified by the Engineer-in-charge. (i) 200 mm OD Bottom Plug |
| 8 | (ii) 200 mm OD Slotted pipe |
| 9 | (iii) 200 mm OD Blank pipe |
| 10 | (iv) 350 mm OD Housing pipe |
| 11 | Supplying, fitting, fixing including fabrication with required materials (IS -2800 Part -I with latest amendments) as directed by the Engineer-in-charge and lowering in position etc. (i)10 mm. thick (355.6 x 219) mm. M.S. OD Reducer of approved quality |
| 12 | (ii) Centre guide (6 mm thick, 50 mm wide and 125 mm rise of arch) of approved size and quality. |
| 13 | (iii) M.S.Top cap of suitable size (8 mm thick) and approved quality for covering top of housing pipe of 355.6 mm OD (Top cap will be tack welded with housing pipe at 4 points 90° apart). |
| 14 | (iv) 100 mm width × 12 mm thick Sockets / Wrings made from MS Flats by rolling process and double butt welding for jointing 355.6 mm OD Pipe. |
| 15 | (v) 75 mm width × 10 mm thick Sockets / Wrings made form MS Flats by rolling process and double butt welding for jointing 219 mm OD Pipe. |
| 16 | Supply of approved quality pea shaped Gravel of 2 mm to 4 mm size and Gravel Treatment of Tube well including screening, washing, cleaning etc. of the Gravels at site complete as per direction of Engineer-in-charge.(i) For sites within 4 km from all weather metal road. |
| 17 | Development of tubewell with 150 psi, 300 cfmAir-compressor and 2.5 cusec discharge capacity Vertical Trubine pumpand carrying out step-drawdown test, yield test, verticality test and other tests as per prescribed methodand as per direction of Engineer-in-Charge, including arranging, installing all equipments and testing instruments as required at site and dismantling the same after successful completion of tests, all complete.(ii) Depth beyond 120 metre and upto 200 metre. |
| 18 | Making slots of 75 mm X 1.60 mm size with a minimum clearance of 4.70 mm in between two adjacent slots over the outer surface of 219 mm OD ERW pipes (to be issued departmentally) in 10 (ten) rows (each row consisting of 96 slots) per metre length of ERW pipe with a clearance of 25 mm in between two rows as per drawing and specificationincluding smoothening the edges after slotting,cost of transportation of ERW pipes from Departmental Store to Workshop and back to drilling site, loading, unloading and carrying by head-load where necessaryboth ways, all complete. |
| 19 | Mobilisation chargesfor transporting upto site including loading, unloading of all plants, machinaries & equipments required for drilling, development and testing of Tubewells and also the cost ofconstructiontemporary roads over field and / or culverts, repairing existing roads and / or culverts all complete, carrying materials on head load, carts or boats as the case may be :-(i) For sites within 4 km from all weather metal road. |
| 20 | Electrologging of bore hole of different dia tubewell for locating water bearing strata and saline aquifer, if any, after conducting relevant geophysical tests. All test reports and compiled data sheets should be submitted to Engineer-in-Charge (cost is inclusive of all materials, labour & comilation of data sheets. The work should be done as per direction of Engineer-in-Charge including compilation of data. |
| 21 | Add GST @ 18% |
| 22 | Add CESS @ 1% |
| 23 | PART - B:Supply and delivery of 350 mm nominal dia & 200 mm nominal dia E.R.W pipe for drilling and installation of 355.6 mm x 219.1 mm size Heavy Duty Tubewell:E.R.W.Casing & Blank Pipe lSI marked-IS 4270, 200 mm N.B.(6.4mln) 33.1 Kg / m |
| 24 | E.R.W.Casing & Blank Pipe lSI marked-IS 4270, 350 rnrn N.B. (8.0mm) 68.57 Kg/m. |
| 25 | Part-C:MaintenanceofP.V.C pipe line.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 the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. |
| 26 | 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), (a) With earth obtained from excavation of foundation. |
| 27 | Laying of P.v.C. pipes of different diameters within field trenches in curve / straight line using P.V.C. fittings, viz. Bend, Tee, Reducer etc. and making leak proof joints with couplers after roughening the surface with wire brush and emery paper and applying solvent cement (The rate is inclusive of transport of pipes, fittings and solvent cement to be supplied by Deptt.) all complete as per direction of Engineer-in-Charge.(i) 200 mm dia |
| 28 | (iii) 140 mm dia |
| 29 | Labour Charges for fitting, fixing and laying, where necessary of following M.S/ G.I. / E.R.W. pipes and accessories (to be supplied departmentally) including transportation of the same cutting, threading, jointing and making leak-proof threaded / flanged joint at site, by using socket / rubber insertion, nuts and bolts etc. maintaining proper alignment and level - all complete - as per direction of Engineer-in-Charge.(xvii) 150 mm. dia. 525 mm. long ERW pipe short piece, one end to be flanged and welded. |
| 30 | (xxviii) 150mm. dia. C.I. sluice valve. |
| 31 | Labour charges for fitting, fixing150 mm. Dia. Alfa-Alfa valve with 160mm. dia. P.V.C. riser pipe with the help of flanged P.V.C. tail-piece by joining the P.V.C. End of Tail-piece and riser pipe with coupler and flanged end of Tail-piece and Alfa-Alfa valve with rubber insertion, nuts and bolts etc. complete. |
| 32 | Labour charges for fitting. fixing M.S. Special bend with 160 mm X 200 mm. dia. P.V.C. reducer with the help of flanged tail-piece by joining P.V.C. end of tail-piece and 160 mm. end of reducer with coupler and flanged end of tailpiece and special bend with rubber insertion, nuts and bolts complete. |
| 33 | Labour charges for fitting, fixing 200 mm )(200 mm )( 160 mm., 140 mm )( 140 rnrn x 160 mm., 110 mm x 110 mrn x 160 mm. p.v.C.tee with 150 mm. dia. M.S. extension piece by using P.V.C. tail piece. |
| 34 | Supplying, fitting and fixing including transportation of sign board for identifying the exact location(one at road side and other at site) the board will be made 3 mm thick MS plate of size 300 mm x 600 mm and fitted and fixed on 50 mm GI Pipe of IS 1239/90 (part-1) including cutting, welding and writting of both sides of Sign board. Base - Yellow, and words - Red. Both bottom end of the stands pipe will be grouted in 1:2:4 CC on a single brick flat soling. This will include one materials and labour complete as per drawing and direction of E.I.C. |
| 35 | Dismantling all types of masonry excepting cement concrete plain or reinforced, stacking serviceable materials at site and removing rubbish as directed within a lead of 75 m. a) In ground floor including roof. |
| 36 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 37 | Ordinary 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. (a) Pakur variety |
| 38 | Brick work with 1st class bricks in cement mortar (1:6) a) In foundation and plinth |
| 39 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. |
| 40 | 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).[Excluding cost of chipping over concrete surface] (i) With 1:6 cement mortar (c) 15 mm thick plaster |
| 41 | Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. |
| 42 | Add Water transmission arrangement @4% |
| 43 | Add GST @ 18% |
| 44 | Add CESS @ 1% |
| 45 | Part-D:Construction of pump house in place of totally damaged Pump house at HDTW to be drilled in place of defunct one.Earthwork in excavation of foundationtrenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sand stone), including removing, spreading or stacking the spoils within a lead of 75 m as directed.The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottoms, bailing out water as required complete.(a)Depth of excavation not exceeding 1,500 mm. |
| 46 | Single Brick Flat Soling of picked Jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 47 | Cement concrete with graded jhama khoa (30 mm size)excluding shuttering in ground floor and foundation.(1:3:6) |
| 48 | Brick work with 1st class bricks in cement mortar (1:6) (a) In foundation and plinth |
| 49 | (b) In superstructure, ground floor |
| 50 | a) 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 polymer 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). |
| 51 | b) Extra rate for using water proofing and plasticising admixture @ 0.2% by weight of cement (or at manufacturer\"s specified rate) for concrete of variousgrades. |
| 52 | c) Applying 2 coats of Non-Toxic Acrylic Polymer modified Paint having adhesive & waterproofing properties by mixing in proportion (1 liquid: 4 cementitious material) or as per manufacturer\"s specification for water proofing layer in water tank etc. (No Departmental Cement is required) |
| 53 | 125 mm. thick brickwork with 1st class bricks in cement mortar (1:4) in ground floor . |
| 54 | Earth work in filling in foundation trenches or plinth with good earth in layer not exceeding 15 cm. Including watering and ramming etc. layer by layer complete with earth obtained from excavation offoundation. |
| 55 | Hire and labour charges for shuttering with centreing and necessary staging upto 4 metre using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor). (b)Above 30 mm & upto 37 mm thick wooden shuttering as per decision & direction of Engineer In-Charge |
| 56 | Ordinary 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.(a) Pakur variety |
| 57 | 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 and upto roof of ground floor/ upto 4 m(i) Tor steel/Mild SteelII. Other thanSAIL/ TATA/RINL |
| 58 | Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary)and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking out joints or roughening of concrete surface andapplication of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour.In ground floor. 3 mm. thick topping using grey cement 35 mm thick |
| 59 | Openable steel windows as per IS sizes with side hung shutters and horizotal glazing bars. [The extra rate admissible for the openable portion only] |
| 60 | Supplying 1.5mm thick M.S. sheet fitted and fixed on one or both faces of M.S./ W.I. gate etc. with point welding at not more than 150mm apart complete in all respect as per design including cost of all labour and materials. |
| 61 | steel peg stay 300 mm long including fitting and fixing. |
| 62 | Two point nose steel handle including fitting and fixing. |
| 63 | M.S.or W.I. Ornamental grill of approved design jointscontinuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor.Grill weighing above 10 Kg./sq.mtr and above |
| 64 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and racking out joints including throating,nosingand drip course,scaffolding/staging where necessary( Ground floor)(ii) With (1:4) cement mortar.(c) 10 mm thick plaster |
| 65 | (i) With (1:6) cement mortar(c) 15 mm. thick plaster. |
| 66 | (b) 20 mm. thick plaster. |
| 67 | Neat cement punning about 1.5 mm. thick in wall,dado, window, sills, floor,drain etc. |
| 68 | Dry Distemparing to interior walls or ceiling including cleaning, washing, smoothening surface(b) Two coat |
| 69 | Applying decorative cement based paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer\"s specification. including cleaning and smoothening surface thoroughly :(a) Two Coat |
| 70 | (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. |
| 71 | A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. includingusing 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) |
| 72 | R.C. shelves (1:1.5:3) either precast or cast in situ with stone chips and necessary reinforcement upto 1% (0.8% main and 0.2% distribution bars), shuttering etc. and 10 mm. thick cement plaster (1:4) including neat cementfinishing and cutting chase fitting and fixing in position, mending good damages as necessary complete.In ground floor, 50 mm. Thick panels |
| 73 | Supplying, fitting, fixing UPVC pipes A- Type and fittings confirming to IS:13592-1992 with all necessary clamps nails including making holes in walls floor etc cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materials (Spun Yarn Valamoid/Bitumen/M-Seal etc) complete. |
| 74 | Supplying, fitting & fixing UPVC pipes A- Type and fittings conforming to IS:13592-1992 with all necessary clamps nails, including making holes in walls, floor etc. cutting trenches in any soil through masonry concrete structures etc if necessary and mending good damages including joining with jointing materails (Spun Yarn, Valamoid/Bitumen/M-Seal etc) complete.B) UPVC Fittings:a) Plain Tee, (i) 75 mm. Dia. |
| 75 | d) Shoe, (i) 75 mm. Dia. |
| 76 | Add : Water transmisssion arrangement @ 3% |
| 77 | Add GST @ 18% of Grand Total |
| 78 | Add CESS @ 1% |
| 79 | Part-E:Supply and delivery of Submersible Pump & Motor Set for installation of HDTW to be drilled in place of defunct one. Supply and Delivery of Submersible pump sets, lSI marked- IS8034,[150-115m3/hr, 17-2Bm] (20 HP) 150mm outlet (350mm) |
| 80 | Supply & Delivery of 33C Flat water proof CU.cables lSI marked-IS 694, 3C X 6.0 Sq.mm |
| 81 | Supply and delivery of 30 electromagnetic Star- Delta starters for 20HP motor |
| 82 | Supply and delivery of Switch Fuse Unit, lSI marked, IS 60947, 63A Switch Fuse Unit TPN |
| 83 | Supply 4 inch round Projection type Ammeter (range 0-50/100 Amps), MIAC, Accuracy within ± 1.5% and conforming to IS: 1248/1968. BMC Make |
| 84 | Supply 4 inch round Projection type Voltmeter (range 0 - 500 Volts), MIAC, Accuracy within ± 1.5% and conforming to IS: 1248/1968. BMC make |
| 85 | Part-F:Supply and Delivery of Accessories for lowering Submersible Pump and Motor Set for installation of HDTW to be drilled in place of defunct oneGalv. M 5 Column pipe, 1S1 marked -1239, Galv- IS 4736 150 mm dia one end screwed & at er end non-std flange 3 mt long (bottom) |
| 86 | Galv. M 5 Column pipe, 1S1 marked -1239, Galv- IS 4736 150 mm dia both end with non-std lange 3 m long (middle) |
| 87 | Galv. M 5 Column pipe, 1S1 marked -1239, Galv- IS 4736150 mm dia one end std & other end non std flange (top) 3m long |
| 88 | 90 degree G.I Bend (both end flanged) ISI marked-IS 1239,Galv- IS4736 150 mm dia. |
| 89 | Part-G:Internal Wiring & Installation of Pump set at different DTW to be drilled in place of defunct one.Drawing sub-merssible cable of motor & pump through 40 mm dia. Standard P.V.C pipe for DTW/HDTW(newly drilled) toStarter making necessary connection & also drawing 8 SWG G.I. wire for earthing attachment at existing pump house including cost ofcutting/laying the pipe below ground level of average 1 mtr. depth. |
| 90 | Supplying & fitting E.I danger board on wall.20 cm x 30 cm (8\" x 12\") |
| 91 | M.S. Structural works….less than 22.50kg/m |
| 92 | Meter loop connection with 1.1 K.V. Gr. 3½ core 25 sq. mm. P.V.C insulated & sheathed and armoured cable from Meter to incoming Main Switch/Terminal copper cable |
| 93 | Earthing with 50 mm. dia GI pipe 3.64 mm thick × 3.04 mts long and 1 × 4 SWG G.I. (Hot Dip) wire (4 mts. Long), 13 mm dia. × 80 mm. long G.I. bolts, double nuts, double washers including supplying and fixing 15 mm. dia G.I. Pipe protection (1 mt. long) to be filled with bitumen, partly under the ground level and partly above the ground level, driven to an average depth of 3.65 metre below the ground level and restoring the surface duly rammed as below:(For soft soil).By ISI-Medium GI pipe |
| 94 | Supplying and fixing earth busbar of galvanized (Hot Dip) M.S. Flat 25 mm × 6 mm on wall having clearance of 6 mm. from wall including providing drilled holes on the busbar complete with G.I. bolts, nuts, washers spacing insulators etc. as required. |
| 95 | Connecting the equipments to earth busbar including supplying and fixing G.I.(Hot Dip) Wire of size as below on wall/floor with stapples buried inside floor/wall as required and making connection to equipments with bolts, nuts, washers, cable, lugs etc. as required and mending good damages.No. 8 SWG |
| 96 | Supplying, and fixing sheet steelMain Switchs on Iron legs on wall 240 Volt D.P. with fuse on L & N, 15/16 Amps Havells. . |
| 97 | Distribution wiring in 1.1 KV single core stranded \"FR\"PVC insulated & unsheathed copper wire (Brandapproved by EIC) in 20mm size PVC rigid conduit \"FR\" (Precision make) incl. necy. fittings as requiredWiring in 1.1 KV grade single core stranded \"FR\" PVC insulated and unsheathed copper wire (approved make) of following sizes PVC casing-caping (Precision make) incl. necy. PVC clips, fittings, etc.2 x 84/0.3 (6 sqmm) + 1 x 56/0.3 (4 sqmm) ECC |
| 98 | Distribution wiring in 1.1 KV grade 2x 22/0.3 (1.5 sq mm) single core standard \"FR\" PVC insulated and unsheathedcopper wire (approved make) in suitable size PVC casing-capping (Precision make) with 1x22/0.3(1.5sqmm)single core standard \"FR\" PVC insulated & unsheathed copper wire for ECC, to light/fan/call bell points with Piano Key type switch fixed onsheet steel fabricated switch board with bakelite/perspex (wall matching colour) top cover 3 mm thick on wall including necessary connections and making earthing attachment and mending good the damages to building works.A) average run 8 mts |
| 99 | Distribution wiring in 1.1 KV grade 22/0.3 (1.5 sq mm) single core standard \"FR\" PVC insulated and unsheathed copper wire (approved make) in suitable size PVC casing-capping (Precision make) with 1.1 KV grade 1 x 22/0.3 (1.5 sqmm) single core stranded \"FR\" PVC insulated & unsheathed copper wire for ECC including necy. PVC clips, fittings, etc. to 5A 3 pin flush type plug socket & Piano Key type switch (Anchor make) fixed on steel fabricated M.S. C.R.C.sheet metal (16 SWG) switch board cum J.B on wall including bakelite/perspex (wall matching colour) top cover 3 mm thick flushed in wall by housing the board after cutting brick wall incl. necy. connection making earthing attachment and incl. painting the MS box and mending good the damages to original finish of building works. [PVC casing-capping and plug box both on surface]A) On Board |
| 100 | Angular batten holder…….wall/cutting. |
| 101 | Supplying and fixing bulk head light fitting (Havells make) on wall /ceiling including S&Fsuitable for 100 watt lamp complete with glass wire-guard and holder |
| 102 | Supply of 230/250 volts grade clear lamps 100 Watt (Philips). |
| 103 | Fixing only Iron Clad / Sheet Steel Main switches /Isolators on Iron Legs/Flat Iron Frame/Angle Iron Frame on wall.a) 63 Amps On angle iron frame 500V DP |
| 104 | b) 20 H.P Oil Immersed Starter |
| 105 | Fixing Voltmeter/Ammeter/Energy meter with necessary screws & other fixing materials & making holes where necessary including making connectionsa) 0-50 Amp Ammeter |
| 106 | b) 0-500 Voltmeter |
| 107 | Distribution wiring in 1.1 KV single core strandaed \"FR\" PVC insulated & unsheathed copper wire (approved make) in 20 mm size PVC rigid conduit \"FR\" (precision Make) incl. necy. fittings as requiredin 2 x 36/0.3 (2.5 sqmm) + 1 x 22/0.3 (1.5 sqmm) ECC in 20 mm Rigid conduit ( Domestic Main Switch Loopconnection from pump controller to domestic Main Switch.) |
| 108 | Add @ 2% |
| 109 | Add GST @ 18% of Grand Total |
| 110 | Add CESS @ 1% |
| 111 | Part-H:Connection ofTube well assembly with Distribution Chamberby 150 mm dia 3 Meter long M.S. Connection Pipes including installation of Submissible Pump Motor at newly drilled HDTWin place of defunct one.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 the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches, levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. |
| 112 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints withlocal sand. |
| 113 | Brick work with 1st class bricks in cement mortar (1:6)(a) In foundation and plinth |
| 114 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in gound floor as per relevant IS codesa) Pakur Variety |
| 115 | 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/stagingwhere necessary (Ground floor).[Excluding cost of chipping over concrete surface](i) With 1:6 cement mortar(c) 15 mm thick plaster |
| 116 | Neat cement punning about 1.5 mm. thick in wall, dado, window, sills, floor, drain etc.NOTE : Cement 0.152 cu.m. per 100 sq.m. |
| 117 | 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)(a) With earth obtained from excavation of foundation. |
| 118 | Labour Charges forfitting, fixing and laying, where necessary of following M.S / G.I. / E.R.W. pipes and accessories (to be supplied departmentally) including transportation of the same cutting, threading, jointing and making leak-proof threaded / flanged joint at site, by using socket / rubber insertion, nuts and bolts etc. maintaining proper alignment and level - all complete - as per direction of E.I.C.(i)(a)150 mm. dia. ERW pipe. |
| 119 | Fitting and fixing of M.S. / G.I. / C.I.accessories and special in pipe line (accessories & special to be supplied departmentally) including supply of jointing materials viz.rubber insertion, nuts & bolts, havoc Zink (Zink Oxide) complete as per direction of Engineer-in-Charge. (iv) 150mm. dia. C.I. sluice valve |
| 120 | (i)(a)150 mm. dia. Special bend/Short bend. |
| 121 | Supplying, fitting and fixing the following materials at sitea) 20 mm x 50 mm nuts and bolts having approved standard thread (TATA) or approved make or 16 mm x 75 mm nuts and bolts or as per direction of Engineer-in charge |
| 122 | b) 150 mm dia rubber insertion with standard 8 Nos. drilled hole equally spaced (5 mm thick, reinforcement 2 Ply) as per I.S.I. 638 - 1965 |
| 123 | c) 150 mm dia (OD 278 mm) 12 mm thick M.S. plate Flange with 8 Nos. drilled holes equally spaced. |
| 124 | Instalation of submersible electro motor pumping set of following capacities by using necessary requisite, tools and plants by lowering the same within the tubewell housing pipe upto the following depth as per direction by fitting, fixing column pipes and other accessories, fixtures with necessary nuts, bolts and washers and suspending the entire assembly of pump set vertically by fixing the same supported by M.S. clamps over the top of housing pipe, binding the motor cable with each column pipes and drawing cable upto pump controller/starter point including opening out of the top cap of housing pipe of the tubewell and testing of motor both in loading as well as in unloaded condition before and after installation of the same. (The rate is inclusive of hiring charges of tools & plants.)(a) 100/150/200 cubic metre per hour capacity electro motor pumping set.(i) Length of pump assembly of any length. |
| 125 | (h) Jointing water proof cable with the leads of the motor including soldering with requisite water proof insulation and proper jointing compound/Valcanized rubber tape so that prope water proof insulation is assured. |
| 126 | GI. Holding Clamp- IS 1239, Galv- IS4736, 150 mm dia. |
| 127 | Painting with ready mixed Black Japan Paint of approved make and brand including smoothening surface.Two Coats |
| 128 | Add : Water transmisssion arrangement @ 3% |
| 129 | Add GST @ 18% of Grand Total |
| 130 | Add CESS @ 1% |
| 131 | Part-IProcurement of materials. Supply of 200mm.dia PVC pipeclass-I ( with loose matching coupler) marking IS :4985/1988 with latest ammendments with free solvent cement |
| 132 | Supply of 140 mm.dia PVC pipeclass-I ( with loose matching coupler) marking IS :4985/1988 with latest ammendments with free solvent cement |
| 133 | Supply of 140 mm.dia PVC pipeclass-II ( with loose matching coupler) marking IS :4985/1988 with latest ammendments with free solvent cement |
| 134 | FTPSupply of 200 mmdia ( IS : 10124/88 Part-6 with latest ammendment) FTP |
| 135 | Supply of 160 mmdia ( IS : 10124/88 Part-6 with latest ammendment) FTP |
| 136 | BendSupply of 200 mm dia 600 bend ( IS : 10124/88 Part-6 with latest ammendment) |
| 137 | Supply of 140 mm dia 900 bend ( IS : 10124/88 Part-6 with latest ammendment) |
| 138 | Supply of 140 mm dia 600 bend ( IS : 10124/88 Part-6 with latest ammendment) |
| 139 | Reducer Supply of 200 X 140 mm dia PVCreducer (Class-II) with free solvent cement |
| 140 | Supply of 160 X 140 mm dia PVCreducer (Class-II) with free solvent cement |
| 141 | TeeSupply of 200 X 200 X 200 mm dia PVCEqual Tee with free solvent cement |
| 142 | Supply of 140 X 140 x 140mm dia PVCEqual Tee with free solvent cement |
| 143 | End cap CL-IIISupply of 140 mm dia ( IS: 10124/88 Part-4 with latest ammendments ) End Cap |
| 144 | Supply of 200 mm dia ( IS: 10124/88 Part-4 with latest ammendments ) End Cap |
| 145 | CouplerSupply of Extra Coupler for 200 mm dia PVC Pipe (extra) ( IS : 10124/88 Part-6 with latest ammendment) with free solvent cement |
| 146 | Supply of Extra Coupler for 140 mm dia PVC Pipe (extra) ( IS : 10124/88 Part-6 with latest ammendment) with free solvent cement |
| 147 | Supply of Extra Solvent Cement (IS: 14182-1994 with latest ammendments) |
| 148 | Supply of 150 mm dia I.S.I mark & specification Sluice valve |
| 149 | Supply of 150mm diaC.I Alfa-Alfa valve -nipple type( Type-C)as per specification(IS 210) |
| 150 | Supply of G.I 150 mm dia 90 deg long bend (with priming arrangement) IS I marked -IS 1239. |
| 151 | Supply of G.I 150 mm dia 900 MS bend both end flanged asper IS specification-IS-1239. |
| 152 | Supply of Galv.MS 150 mm dia E.R.W pipe with flange.ISI marked-IS1239 |
| 153 | Supply of M 16 X 65 mm Nuts & Bolts (G.I) |
| 154 | Supply of M 16 X 80 mm Nuts & Bolts (G.I) |
| 155 | Supply of M 16 X 50 mm Nuts & Bolts (G.I) |
| 156 | Supply of 150 mm dia (Table -17) Rubber Insertion 5 mm thick with proper reinforcement2 Ply conforming to IS-638/79 with ISI mark with latest ammendment. |
