|
| 1 | PART-A : Surging by using 150 psi air compressor |
| 2 | Cleaning of annular space (1.2 metre dia) arround housing pipe by excavation for exposing the top of gravel layer, including making shoring and shuttering arrangement as necessary and removing the spoils to a safe distance all complete as per direction of the Engineer-in-Charge. (Measurement to be taken as depth excavated from floor level of pump house) |
| 3 | Withdrawal of electro motor submersible pumping set of following capacities from within the tubewell housing pipe of the following length by using all necessary requisites tools and plants and carefully as per direction of Engineer-in-Charge and stacking the same properly at site within the tubewell premises(a) 100/150/200 cubic metre per hour capacity electro motor pumping set. (ii) Length of pump assembly of any length exceeding 18 metre length. |
| 4 | Labour charges & other charges for pouring water (if required in side the tubewell for operation of air compressor during chemical treatment from outside the surface by any means including drawing pipe line or excavation earth channel hire charges of tools & plants etc. complete. |
| 5 | Supply of acid component including all taxes and charge and carrying cost at site. A. Sulphamic Acid |
| 6 | B. Calcium hypocholirate |
| 7 | C. Hexamata Phosphate |
| 8 | Labour Charges for pouring the acid in requisite quantities in perforated polythine one cloth bag & submersing the bags within the tube well at different stages of strainer with the help of string overnight, weeping and their mixing and string the acid with surge block by air Compressor (including back pressure) |
| 9 | Development of tubewell with not less than 350 cfm 150 psi capacity air compressor by surging and back washing for minimum 12 hrs including lowering of eduction pipe, air pipe etc. upto required depth as per direction of Engineer-in- Charge including hire and transport charge of Air compressor and other necessary tool and plants and also cost of fuel / lubricants for air compressor. |
| 10 | Jointing water proof cable with the leads of the motor including soldering with requisite water proof insulation and proper jointing compound / vulcanised rubber tape so that water proof insulation is assured |
| 11 | Installation 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 (ii) Length of pump assembly of any length exceeding 18 metre |
| 12 | Carriage of Departmental materials from the Deparmental Store to the work site and return back the damaged/replaced and unused materials to store including loading & unloading complete at both sides by Tempo van Rikshaw/Mini Truck etc. upto 25 Km distance in one way.iii) Pump-Motor Set (this item is applicable only for burnt/damaged Pump-Motor |
| 13 | Add.- G.S.T. @ 18.0% over Rs. 89429.14 |
| 14 | Add.- L. W. Cess @ 1.0% over Rs.1055.26 |
| 15 | PART-B :Construction of Pump House |
| 16 | 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. |
| 17 | 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. |
| 18 | (A) 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) |
| 19 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 20 | Brick work with 1st class bricks in cement mortar (1:6)a) In foundation and plinth |
| 21 | (b) In superstructure, ground floor |
| 22 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. |
| 23 | 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 (for 35 Km distance) |
| 24 | 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) Pakur Variety (for 35 Km distance) |
| 25 | Supplying fitting approved type ventilator in position after cutting holes in walls setting in cement mortar mending damages to wall and plaster and two coats of paint of approved brand of any shade. Payment of mending good damages of wall & plaster and painting to be made separately.(b) R.C.C ventilator of 20 mm. thick(i) Upto 0.10 sq.m. area |
| 26 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m 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)(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. |
| 27 | 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 4m(i) Tor steel/ Mild SteelII. Other than SAIL/ TATA/ RINL |
| 28 | 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 and application 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 (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement(ii) 25 mm. thick |
| 29 | (a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows,railing etc. fitted and fixed with necessary screws and lugs in ground floor.(ii) Grill weighing above 16 Kg./sq.mtr and above |
| 30 | Supplying 1.5mm thick M.S. sheet fitted and fixed on one or bothfaces of M.S./ W.I. gate etc. with point welding at not more than150mm apart complete in all respect as per design including cost of all labour and materials. |
| 31 | i) Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting.(b) 250mm long. |
| 32 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortarincluding rounding off or chamfering corners as directed andraking out joints including throating, nosing and drip course,scaffolding/staging where necessary (Ground floor).[Excludingcost of chipping over concrete surface] (i) With 1:6 cement mortar (b) 20 mm thick plaster |
| 33 | (i) With 1:6 cement mortar(c) 15 mm thick plaster |
| 34 | (ii) With 1:4 cement mortar(c) 10 mm thick plaster |
| 35 | Neat cement punning about 1.5mm thick in wall, dado, windowsill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. |
| 36 | Labour for Chipping of concrete surface before taking upPlastering work. |
| 37 | Applying decorative cement based paint of approved quality afterpreparing the surface including scraping the same thoroughly(plastered or concrete surface) as per manufacturer's specification. |
| 38 | 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. |
| 39 | (A) 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) |
| 40 | 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.A) UPVC Pipes: (i) 75 mm. Dia. |
| 41 | B) UPVC Fittings: a) Plain Tee (i) 75 mm. Dia. |
| 42 | d) Shoe (i) 75 mm. Dia. |
| 43 | Extra rate should be allowed over the schedule rates @3 % for construction of pump house of DTW considering the tube wells are generally installed in cultivable field located at remote places, away from town, it involves extra carriage by cart/boat/head load besides initial transport of construction materials by truck except Sl. No.2.01 , 2.02 & 2.22 |
| 44 | Add.- G.S.T. @ 18.0% over Rs. 1,93,417.56 |
| 45 | Add.- L. W. Cess @ 1.0% over Rs. 2,28,232.72 |
| 46 | PART-C : Maintenance of Spout Chamber & R.C.C. Pipe Line (WTA System) |
| 47 | 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. |
| 48 | Earth filling in foundation trenches to plinth with good earth in layer not exceeding 150 mm including watering and ramming etc. by layer complete with earth obtained from excavation of foundation. |
| 49 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 50 | Brick work with 1st class bricks in cement mortar (1:6)a) In foundation and plinth |
| 51 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. |
| 52 | 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 (for 35 Km distance) |
| 53 | Plaster (to wall, floor, ceiling etc.) with sand and cement mortarincluding rounding off or chamfering corners as directed andraking out joints including throating, nosing and drip course,scaffolding/staging where necessary (Ground floor).[Excludingcost of chipping over concrete surface] (i) With 1:6 cement mortar(c) 15 mm thick plaster |
| 54 | Neat cement punning about 1.5mm thick in wall, dado, windowsill, floor etc.NOTE:Cement 0.152 cu.m per100 sq.m. |
| 55 | Earth work in excavation of field trenches as per design section and alignment for laying of pipe lines (PVC, RCC, ACP etc.) upto a depth of 1500 mm all sorts of soils including removing, spreading or stacking extra earth as directed. The item includes necessary trimming of sides trenches, levelling, dressing and ramming the bottom as required complete |
| 56 | Earth work in filling in trenches after laying pipe lines (PVC, RCC, ACP etc.) with good earth obtained from excavation of field trenches in layers not exceeding 225 mm, including watering and ramming etc. layer by layer complete. (Payment will be made on the basis of measurement of finished quantity of work.) |
| 57 | Laying and joining of RC.C. spun pipes with matching collars of different sizes mentioned below in field trenches including handling and carrying the pipes and matching R.C.C. collars from field stack, lowering the same within the trench, property positioning and levelling on bricks laid flat, filling the annular space between collar and the pipe joint with Jute braiding dipped in cement slurry, grouting with cement and sand mortar (1:2) mixed with approved quality water proofing compound (5% by weight of cement) including cost of cements, bricks for levelling, jute braiding etc.) and curing all complete as per direction of Engineer-in-Charge.(iii) 1830mm. long 225mm. dia. |
| 58 | Jointing the undermentioned R.C.C. pipe fittings (pipeline specials) in the R.C.C. pipe line with matching RC.C. collars including handling and carrying the fittings and matching R.C.C. collars from field stack, lowering in the trenches, properly levelling and positioning on bricks laid flat, filling the annular space between pipe fitting and collars with Jute braiding dipped in cement slurry, grouting with cement and sand mortar (1:2) mixed with approved water proofing compound (5% by weight of cement) and curing etc. complete as per direction of the Engineer-in-Charge (Cost of bricks for levelling and Jute braiding are included). (iii) 225 mm x 225 mm x 225 mm. R.C.C. Tee |
| 59 | (iv) 225 mm x 225 mm x 150 mm. R.C.C. Tee |
| 60 | Jointing the end of 150 mm. dia. M.S. extension pipe for spout chamber with 150mm. end of R.C.C. Tee including carrying the M.S. extension pipe from store to site, levelling and positioning the end of extension pipe concentrically with 150mm. end of R.C.C. Tee on bricks laid flat within the field trench and jamming the joints with cement concrete (1:2:4) with stone chips 10 mm. down mixed with approved water proofing compound 5% by weight of cement) of adequate thickness to provide a leak proof joint as per direction of Enginer-in-Charge (Cost of bricks for levelling is included). |
| 61 | Jointing plain end of 300 mm /200 mm /150 mm. Dia. M.S. special bend from surge tanks / shore manifold with underground R.C.C. pipe lines of 450mm. / 300mm. / 225 mm. dia. by jamming with cement concrete (1:2:4) with 10 mm. down stone chips mixed with approved water proofing compound (5% by weight of cement) of adequate thickness to provide a leak proof joint including carrying the special bend from departmental store to site, curing etc. as per direction of Engineer-in-Charge. |
| 62 | Installation / Erection of SurgeTank / Shore manifold (to be supplied from Deptt. free of cost) over a rigid base of ordinary cement concrete (1:2:4) with graded stone chips (20mm. nominal size) of pakur varity of 1250 mm X 1250 mm X 150 mm. over a single layer of brick flat soling and embedding the legs of the surge tank/shore manifold within the concrete base including cost of all materials and labour and as per direction of Engineer-in-Charge. |
| 63 | Plugging the open end of 450mm. / 300 mm. / 225 mm. / 150 mm. dia. RC.C. pipe line with cement concrete (1:2:4) with stone chips 20 mm. down mixed with water proofing compound(5% by weight of Cement) of approved quality including curing etc. complete as per direction of Engineer-in-Charge.(iii) 225mm. dia. R.C.C. pipe |
| 64 | 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. (i) 150 mm dia ERW Pipe |
| 65 | (iv) 150mm. dia. C.I.sluice valve |
| 66 | (v) 150mm. dia. C.I. NTP/ Alfa-Alfa valve. |
| 67 | (vi) 300 mm /200 mm / 150mm. dia. M.S. special bend. |
| 68 | (vii) 150mm. dia.90° M.S. bend with flanged ends |
| 69 | (viii) 150mm. dia. M.S. riser pipe with flanged ends |
| 70 | Repairing of leakages in collar joints of R.C.C. Pipe line by opening the joints fully by chipping out the old morter, cleaning the pipe recesses and collar properly, and thereafter positioning and levelling the pipes and collar, filling the annual spaces of joints with jute braiding dipped in cement slurry and grouting with (1:2) cement morter mixed with approved quality water proofing compound (5% by wt. of cement) and curing all complete as per direction of Engineer-in-Charge. (c) 225 mm dia. R.C.C. Pipe. |
| 71 | Taking out the damaged R.C.C. Pipe and two collars by dismantling two joints carefully, carrying and stacking the same near the pump house, carrying new pipe and collars from the field stack, lowering the same within the trench, properly positioning and levelling on bricks laid flat, between collar and the pipe joints with jute braiding dipped in cement slurry, grouting with cement and sand mortar (1:2) mixed with approved quality water proofing compound (5% by weight of cement) and curing all complete as per direction of Engineer-inCharge.(c) 225 mm dia. RC.C. Pipe. |
| 72 | Taking out the damaged R.C.C. Tee and 3 nos. collars by dismantling three joints carefully, carrying and stacking the same near the pump house, carrying new R.C.C. Tee and collars from the field stack, lowering the same within the trench, properly levelling and positioning on bricks laid flat, filling the annular space betwen pipe fitting and collars with jute braiding dipped in cement slurry, grouting with cement and sand mortar (1:2) mixed with approved water proofing compound (5% by weight of cement) and curing etc. complete as per direction of Engineer-in-Charge. (c) 225 mm x 225mm x 225 mm R.C.C. Tee. |
| 73 | (d) 225 mm x 225 mm x 150 mm R.C.C. Tee. |
| 74 | Taking out the condemmed 150 mm dia. N.T.P. / T.P. / Alfa-Alfa valve from 150 mm dia. M.S./G.I. pipe of existing spout chamber by careful chiseling with least disburbance to the existing system of structure upto required limit and fitting, fixing of new one with 150 mm dia. M.S./G.I. pipe in proper position of the spout chamber using havoc zinc jute so as to make the joint leak proof including mending good all damages and returning back the condemned materials at store as per direction of Engineer-in-Charge. |
| 75 | Patch/Doubling works complete with M.S. plate including welding, gas cutting, fitting, fixing complete.(a) Cost of 5 mm M.S. plate including wastage due to cutting, including labour charges for straightening fitting, fixing in position. |
| 76 | (b) Gas cutting to required size upto 8 mm thick M.S. plate, M.S. channel, angle etc. including labour charges, hire charges for all tools and plants. |
| 77 | (c) Electric welding charges upto 8 mm M.S. plate, M.S. channel etc. and other member of the barge including hiring charges of all tools and plants. |
| 78 | b) Removing of Chokage due to sludge, mud, sand or any other forign materials deposition from the underground 450 / 300 /225/ 150 mm dia. R.C.C. Pipe Line with split bamboo, wire brush, coir rope etc. along with suitable cleaning agent as necessary as per direction of E.I.C. (This item includes cost of earth cutting & back filling of trenches and required materials for cleaning but excluding the cost for taking out 1 full length of RCC Pipe by dismantling of 2 nos. of Collars & refitting the RCC pipe with new two nos. collar). iii) For 225 mm dia. RCC Pipe |
| 79 | Extra rate should be allowed over the schedule rates @3 % for construction of pump house of DTW considering the tube wells are generally installed in cultivable field located at remote places, away from town, it involves extra carriage by cart/boat/head load besides initial transport of construction materials by truck except sl no-3.01,3.02,3.9, and 3.10 |
| 80 | Add.- G.S.T. @ 18.0% over Rs. 1,84,239.40 |
| 81 | Add.- L. W. Cess @ 1.0% over Rs. 2,17,402.49 |
| 82 | PART-D : Internal Wiring |
| 83 | M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows,railing etc. fitted and fixed with necessary screws and lugs in ground floor.ii) Grill weighing above 16 Kg./sq.mtr and above Supplying, fitting, fixing on wall 1.00 M X 0.6 M rectangular shaped M.S. frame made with 30mm X 6mm M.S. flat welded ( 4 nos. horizontally, 2nos. Vertically and other 4 nos vertically inside the rectangle ) by lectric welding for fitting , fixing of Starter , Main switch, Volt meter. Amp meter etc. with adjustable screws, nuts 4nos of legs 15 cm long with bifurcated ends and jamming the same in wall holes with cement concrete (1:2:4) and mending good all damages. |
| 84 | Fixing only Sheet Steel Main Switch (Rewirwable type)/ Change over on Flat Iron Frame/Angle Iron Frame on wall 63 Amps On angle iron frame |
| 85 | Fixing only starters (for motor control) on flat iron frame / angle iron frame on wall(b) Star-Delta starter for motor (above 5 HP upto 15 HP)On angle iron frame (for higher rating) |
| 86 | Fixing only Voltmeter/Ammeter/Energy meter with screws & other fixing materials incl. making necessary holes and connections.a) 0-50 Amp ammeter (Wire & other material Deptt. Supply) |
| 87 | a) 0-500 voltmeter (Wire & other material Deptt. Supply) |
| 88 | Supplying and fixing Sheet steel Main Switches on flat iron frame on wall 15/16 A Havells 240V DP with fuse on L&N |
| 89 | Supply & Fixing EI danger board on wall 20 cm x 30 cm (8\\"x12\\") |
| 90 | Supply & Fixing angular batten holder (Anchor) on 75mm dia PVC round block / round bakelite on wall/ceiling |
| 91 | Supplying & Fixing Out door type CFL luminaire (Bajaj make- 524020 / 020168) with epoxy powder coated sheet aluminium housing, aluminium reflector & clear acrylic cover and accessories incl. for 11/18 watts CFL S/L type lamp incl. S&F 15mm dia GI pipe bracket, clamp, nut & bolts etc. |
| 92 | Wiring in 1.1 KV grade single core stranded 'FR' PVC insulated & unsheathed copper wire (Brand approved by EIC) of following sizes in 25mm PVC casing-capping (Precision make) incl. necy. PVC clips, fittings etc. 2 x 22/0.3 (1.5 sqmm)(Domestic Main Switch Loop connection from Pump controller to domestic Main Switch.) |
| 93 | Distribution wiring in 1.1 KV grade 2x22/0.3 (1.5 sqmm) single core stranded 'FR' PVC insulated & unsheathed copper wire (Brand approved by EIC) in suitable size PVC casing-capping (Precision make) with 1x22/0.3 (1.5 sqmm) single core stranded 'FR' PVC insulated & unsheathed copper wire for ECC, incl. necy. PVC clips, fittings etc. to light/fan/call bell point with piano key type switch (Anchor make) fixed on sheet steel fabricated switch board with Perspex/bakelite top cover on wall incl. necy. connections and making earthing attachment and mending good damages to building works. [PVC casing-capping and Switch board both on surface]Average run 5 mtr |
| 94 | Distribution Wiring in 1.1 KV grade 2x22/0.3 (1.5 sqmm) single core stranded 'FR' PVC insulated & unsheathed copper wire (Brand approved by EIC) in suitable size PVC casing-capping (Precision make) with 1x22/0.3 (1.5 sqmm) single core stranded 'FR' PVC insulated & unsheathed copper wire for ECC, incl. necy. PVC clips, fittings etc. to 5A 3 pin flush type plug socket with piano key type switch (Anchor make) fixed on sheet steel fabricated CRC MS switch board with bakelite/perspex (wall matching color) top cover of 3 mm thick flushed in wall by housing the board after cutting brick wall incl. necy. connection making earthing attachment, painting and mending good damages to building works [PVC casing-capping and plug box both on surface] On Board |
| 95 | Laying of cable upto 3/4 core 25 sqmm on wall/surface incl. S & F MS saddles with earthing attachment in 10 SWG GI (Hot Dip) Wire, making holes etc. as necy. mending good damages and painting (from meter to incomming main switch, cable will be supplied by Deptt.) |
| 96 | Earthing with 50 mm dia GI pipe 3.64 mm thick x 3.04 Mts. long and 1 x 4 SWG GI (Hot Dip) wire (4 Mts. long), 13 mm dia x 80 mm long GI bolts, double nuts, double washers incl. S & F 15 mm dia GI pipe protection (1 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level driven to an average depth of 3.65 Mts. below the ground level as below: By ISI-Medium GI pipe |
| 97 | Supplying & fixing earth busbar of galvanized (Hot Dip) MS flat 25 mm x 6 mm on wall having clearance of 6 mm from wall including providing drilled holes on the busbar complete with GI bolts, nuts, washers, spacing insulators etc. as required |
| 98 | Connecting the equipments to earth busbar including S & F GI (Hot Dip) wire of size as below on wall/floor with staples buried inside wall/floor as required and making connection to equipments with bolts, nuts, washers, cable lugs etc. as required and mending good damages(a) Solid GI wire (iii) No. 8 SWG |
| 99 | Add extra @ 3% over schedule rates as District Charge for Nadia District Except Sl. No.- 4.01 |
| 100 | Add.- G.S.T. @ 18.0% over Rs. 10,705.23 |
| 101 | Add.- L. W. Cess @ 1.0% over Rs. 12,632.17 |
| 102 | PART-E : Installation of Submersible Electro Motor Pumping Set & M.S. Connections |
| 103 | Patch/Doubling works complete with M.S. plate including welding, gas cutting, fitting, fixing complete. (a) Cost of 5 mm M.S. plate including wastage due to cutting, including labour charges for straightening fitting, fixing in position. |
| 104 | (b) Gas cutting to required size of upto 8 mm thick M.S. plate, Channel, Angle etc. including labour charges, hire charges for all tools and plants. |
| 105 | (c) Electric welding charges of upto 8 mm M.S. plate M.S. channels etc. and other member of the barge including hiring charges of all tools and plants. |
| 106 | Supplying, fitting & fixing of M.S. plate of size 40 cm x 40 cm, thickness 6 mm, consisting of two equal halves (40cm x 20cm), placed over Housing Pipe of HDTW/ MDTW to rest the supporting clamps, with semi circular hole of 170 mm dia. at centre including locking arrangement between the two halves on both sides, including fitting, fixing of 40 mm dia. G.I. bend by making a hole on plate for passing submersible cable smoothly and complete in all respect. |
| 107 | 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. |
| 108 | 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. |
| 109 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 110 | Brick work with 1st class bricks in cement mortar (1:6)a) In foundation and plinth |
| 111 | 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 (for 35 Km distance) |
| 112 | (a) M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. ii) Grill weighing above 16 Kg./sq.mtr and above Supplying, fitting and fixing pump protector having outer dia. 250 mm height 250 mm made with 5 nos. vertical member of Indian Standard angle (40 X 40 X 5 mm) , 16 mm dia. MS Rod (at top & bottom) & 25 mm X 6 mm MS flat as per direction including cost of labour and materials, welding all complete. |
| 113 | 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 |
| 114 | Neat cement punning about 1.5mm thick in wall, dado, windowsill, floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. |
| 115 | Painting with ready mixed Black Japan of approved make and brand including smoothening surface. b) Two Coats |
| 116 | Supplying, fitting and fixing PVC pipes for underground work ofapproved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with G.I. Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, long screw, reducing socket, reducing tee, short piece etc. fitted including cost of all materials, jointing materials, cutting pipes, making threads, cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories,specials.) PVC Pipes 32 mm (Dia) |
| 117 | Supplying , fitting, and fixing including transportation of sign board for identifying the exact location of MINI RLI scheme ( 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 soaling . This will include one materials and labour complete as per drawing and direction of E.I.C. |
| 118 | Add.- G.S.T. @ 18.0% over Rs. 15,334.42 |
| 119 | Add.- L. W. Cess @ 1.0% over Rs. 18,094.62 |
| 120 | PART-F :Supply & Delivery of Different Materials :-Submersible electro motor pumping set & other Accessories |
| 121 | Supply of Submersible pump sets, lSI marked-as per IS 8034 for and IS:9283 for motor. [150-115m3/hr, 17-2Bm] (20 HP) 150mm outlet (350mm) |
| 122 | Supply of 3C Flat water proof CU.cables lSI marked-IS 6943C X 6.0 Sq.mm |
| 123 | Supply of Switch Fuse Unit, lSI marked, IS 6094763A Switch Fuse Unit TPN |
| 124 | Supply and delivery of manually operated heavy duty oil immerrsed star / Delta starter with 12 nos fixed & 6 nos moving contacts with 3 magnetic over load release with dash pot time lags and under voltage release suitable for use with 380/415 volts, 3 phase 50 Hz A.C. supply and generally conforming to IS: 13947 Part-4 (Sec-1)/1993 17.5 H.P. to 20 HP. |
| 125 | Supply of 4 inch round projection type Ammeter (range 0-50/100 amps) MIAC, accuracy within ± 1.5% and conforming to IS:1248/1968. |
| 126 | Supply of 96 X 96 Square mm flush mounting Voltmeter (0-500 V) MIAC, accuracy within ± 1.5% and conforming to IS 1248/1968. |
| 127 | PART-F :Supply & Delivery of Different Materials :-(a) MSERW COLUMN PIPE & HOLDING CLAMP : |
| 128 | Supply of 150 mm dia NB column pipe (nominal wall thickness 4.8 mm) one end welded with non-standard flange and other end welded with standard flange (3.0 metre long) as per table and IS specification [Annexure-F & TSP-3]. TOP |
| 129 | Supply of 150 mm dia NB column pipe (nominal wall thickness 4.8 mm) one end screwed and other end welded with non- standard flange (3.0 metre long) as per table and IS specification [Annexure-F & TSP-3]. BOTTOM |
| 130 | Supply of 150 mm dia NB heavy duty G.I. supporting clamps in two halves made of M.S. flats for holding column pipes (IS: 1239) |
| 131 | PART-F :Supply & Delivery of Different Materials :-(b) MS CONNECTION PIPE, FLANGE, BEND, EXPANDER : |
| 132 | Supply of 150 mm dia NB 4.8 mm nominal wall thickness M.S.E.R.W. Pipes as per IS:1239 (Part-I)/2004 with latest ammendments thereof duly welded on both sides of Pipe and on inside & outside with corrosponding diameter of M.S. Flanges as per IS:6392/1971, Table-17 with latest ammendments thereof. Both M.S.E.R.W. Pipes & Flanges should be duly ISI certification marked. Length of the Flanged M.S.E.R.W. Pipes should be 6 meter ±10 mm. Flange thickness should not be less than 12 mm. |
| 133 | Supply of MS standard plate flange of 150 mm dia and 12 mm thick with 8 nos. Standard holes conforming to IS:6392/1971, Table -17 |
| 134 | Supply of 90° M.S. short bent made from 150 mm (NB) single pieces black steel tube (medium) wall thickness 4.8 mm manufactured by means of electro resistance welding Bolt and welded with standard flange of thickness 16 mm OD 285 mm with 8 Nos. equally spaced 16 mm dia hole ERW pipe should conform to IS 1239 (Part-I)/ 1990 with latest ammendments thereof] |
| 135 | PART-F :Supply & Delivery of Different Materials :-(c) SLUICE VALVE, NTP VALVE, NUT BOLTS, GASKETS : |
| 136 | Supply of 150 mm nominal size (PD) ISI marked sluice valve pressure designation PN 1.6 with hand wheel for water works purpose, CI flange type conforming to IS:14846/2000 with amendments nos. 1 & 2 components/parts of sluice valves shall be manufactured from basic materials given in table 1 of IS:14846/2000 with amendments 1 & 2. The valves should be tested for (closed end test) against Hydrostatic test requirement. |
| 137 | Supply of 150 mm dia (N.B.) made of Cast Iron as per IS 210/2009 with latest ammendment Alfa Alfa Valve (nipple type), type - C as per drawing (Annexure - G) and technical specification with hand wheel, one wheel for four Nos. Valve. |
| 138 | Supply of M.S. Hexagonal Head Nuts & Bolts conforming to IS:1363(Part-I)/1992 of Product grade C with latest ammendment for bolts & IS:1363(Part-III)/1992 of Product grade C with latest ammendment for nuts, properties/Class for bolts 4.6 & for nuts 4.5. Both bolts & nuts are to be duly ISI certification marked nominal size-M 10 to M 24 of corresponding ISI specification of different sizes. size - 20 mm dia X 65/80 mm long nuts & bolts having standard thread [TATA/GKW or approved make] |
| 139 | Supply of 150 mm dia Rubber Insertion 5 mm thick with proper reinforcement 2 ply conforming to IS 638/79 with latest amendments duly ISI marked suitable for MS flange as per IS 6392/71 with standard drilled holes.(For Sluice Valve) |
| 140 | PART-F :Supply & Delivery of Different Materials :-C : RCC Pipes & Other Fittings |
| 141 | Supply of NP-2 class bore dia. 225 mm R.C.C spun Pipe of length 1.83 m, thickness 25 mm with matching collar as per IS:458/1988 with latest amendments thereof including all taxes and transportation cost.(a) Cost of one No. NP-2 class 225 mm bore dia. R.C.C. pipe of length 1.83 metre, thickness 25 mm, 225 mm dia. bore dia. (Ex - factory price)(b) Cost of one No. NP-2 class 225 mm bore dia. R.C.C. collar of length 0.15 metre, thickness 25 mm (Ex - factory price) |
| 142 | Supply of NP-2 class 225 mm bore dia. R.C.C. collar of length 0.15 metre, thickness 25 mm as per IS:458/1988 with latest amendment thereof including all taxes and transportation cost. |
| 143 | Supply of NP-2 class 225 mm X 225 mm X 225 mm bore dia. R.C.C. Tee of length 0.90 metre for 225 mm bore dia. Sides (each side), 0.20 metre for 225 mm bore dia. Side, thickness 25 mm as per IS:458/1988 with latest Amendment thereof including all taxes and transportation cost. |
| 144 | Supply of NP-2 class 225 mm X 225 mm X 150 mm bore dia. R.C.C. Tee of length 0.90 metre for 225 mm bore dia. Sides (each side), 0.20 metre for 150 mm bore dia. Sides, thickness 25 mm as per IS:458/1988 with latest Amendment thereof including all taxes and transportation cost. |
| 145 | PART-F :Supply & Delivery of Different Materials :-C : MS Surge tank |
| 146 | MS Surge Tank as per Drawing (Annexure-H) , the body of which made of 3 mm thick MS sheet and Top and Bottom cover are made of 5 mm thick MS sheet welded with the body and strenghthened with ribs etc. All joints must be electrically welded to a leak-proof condition and joints must be capable of withstanding pressure of 50 psi .The Surge Tank should be fitted with all accessories specified in the drawing. Entire Surge Tank is to be painted both inside over a coat of priming. |
| 147 | P.V.C.Flexible Hose pipe, lSI marked -IS 15265 100 mm dia lay Flat Hose (Non-lSI) |
| 148 | PART-I : Energization |
| 149 | PCC POLE (9MT) (Material code-110030241) |
| 150 | MS CHANNEL75X40X6 MM (7.6) (Material code- 102010611) |
| 151 | MS ANGLE 65X65X6 MM (6.4)(Material code-101011311) |
| 152 | MS FLATE 65X6 MM( Material code-103011511) |
| 153 | STAY SET H.T. 1830X20 MM ( Material code-504130432) |
| 154 | STAY WIRE 7/3.15 MM (Material code-503050711) |
| 155 | GUY INSULATOR H.T.(Material code-508040841) |
| 156 | G.I. EARTH SPIKE 1853X20 MM(Material code-504110541) |
| 157 | G.I. WIRE 5 MM (Material code-503010811) |
| 158 | POLYMER PIN INSULATOR 11 KV (Material code-504111341) |
| 159 | POLYMER DISC INSULATOR 11KV 45 KN ( Material code-508030341) |
| 160 | HARD WARE FITTINGS 50/30 SQ.MM. (Material code-504010132) |
| 161 | T.P.G.O. ISOLATOR 200 AMP. (Material code-304010532) |
| 162 | LIGHTING ARRESTOR 12 KV (Material code-309010841) |
| 163 | TRANSFORMER 25KVA, 11/0.433 KV (Material code-301018241) |
| 164 | CABLE (PVC 1.1 KV GRADE ) 4C X 25 SQMM. (Material code-501017821) |
| 165 | ACSR 50 SQMM (Material code-502010921) |
| 166 | GI TURN BUKLE (Material code-912011441) |
| 167 | L T KIOSK (Material code-407010541) |
| 168 | Escallation Charg (2024-25) @ 10.25% of Total Material Cost |
| 169 | SUNDRIES 5% on above |
| 170 | PART-I : Energization:- Labour Schedule |
| 171 | Erection of sub /stn. Structure by PCC pole 9M |
| 172 | Erection of .Stay set. HT |
| 173 | Earthing Complete |
| 174 | Fixing of Pin Insulator 11KV |
| 175 | Fixing of Disc.Insulator(11KV). |
| 176 | Erection of 25KVA DTR |
| 177 | Dismantling 25 KVA DTR and return to store |
| 178 | Fixing of T.P.G.O.isolater on Sub-station structure |
| 179 | Fixing of L T Kiosk,(With painting) |
| 180 | Fixing of Lighting Arrestor |
| 181 | Flat earthing for DTR nutral point |
| 182 | Uprooting of steel tubular pole & return to store |
| 183 | 3- ph service connection with fixing of meter |
| 184 | SUPERVISION CHARGES 15% ON LABOUR CHARGE |
| 185 | Add.- GST ON 18 % OF LABOUR AND SUPERVISION |
| 186 | Add.- Labour cess @1% OF TOTAL VALUE |
| 187 | Quotation (provosional) for Deposite works other than service construction [G.L-4704001] Please Enable Macros to View BoQ information |
