Public Health Engineering Department-PHED has published Augmentation Work Of Dhulahar Water Supply Scheme At Ithar Block Of Uttar Dinajpur District Under Raiganj Division, Phe Dte.. Submission Date for this Tender is 14-05-2022. Water Supply Project Tenders in malda West Bengal. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Sinking of300mm. Dia. x 200 mm. Big dia. Tube Well of 120 Mtr. deep . (QTY.:-2 Nos.) |
| 2 | Site Preparation, Temporary Latrine, Placement & levelling of Rig Machine, Mast hoisting and Casing drilling ( Upto 6 mtr.) Placement of Casing with all allied works necessary to commence drilling woks and wind up of all machineries after completion of Drilling. |
| 3 | Drilling by Direct Rotary method of drilling using 9 7/8” dia.bit for pilot bore follwed by subsequently reaming using 12 1/4” dia. ,15 " dia. and 17.5" dia. Rock Roller Bits/Drag Bits in consolidated, semi consolidated and soft formation up to required depth including casing boring and casing lowering as required including cost of fuels and lubricants etc. as required for drilling. |
| 4 | Note: 1) Rate only for pilot drilling will be @ 50%. of item rate.2) Rate for reaming by 12 1/4 " dia. bit will be @ 14% of item rate.3) Rate for reaming by 15 " dia. bit will be @ 16% of item rate.4) Rate for reaming by 17.5 " dia. bit will be @ 20% of item rate. |
| 5 | (A)Rate only for pilot drilling will be @ 50%. of item rate. |
| 6 | ( a ) From 6 Mtr. to 60 Mtr. |
| 7 | ( b ) From 60 Mtr. to 90 Mtr. |
| 8 | ( c ) From 90 Mtr. to 120 Mtr. |
| 9 | ( d ) From 120 Mtr. to 150 Mtr. |
| 10 | (B) Rate for reaming by 12 1/4 " dia. bit will be @ 14% of item rate. |
| 11 | ( a ) From 6 Mtr. to 60 Mtr. |
| 12 | ( b ) From 60 Mtr. to 90 Mtr. |
| 13 | ( c ) From 90 Mtr. to 120 Mtr. |
| 14 | ( C) Rate for reaming by 15 " dia. bit will be @ 16% of item rate. |
| 15 | ( a ) From 6 Mtr. to 60 Mtr. |
| 16 | ( b ) From 60 Mtr. to 90 Mtr. |
| 17 | ( c ) From 90 Mtr. to 120 Mtr. |
| 18 | ( D) Rate for reaming by 17.5 " dia. bit will be @ 20% of item rate. |
| 19 | ( a ) From 6 Mtr. to 60 Mtr. |
| 20 | Supplying and deliveryof the following accessories |
| 21 | a) UPVCCap 200 mm. Dia. |
| 22 | b) UPVC Reducer300mmx 200 mm dia. (300mmx250mm-1 no & 250mmx200mm-1 no) |
| 23 | c) UPVC Top cap 300mm. Dia. |
| 24 | d) M.S. Housing clamp 300 mm dia. |
| 25 | e)M.S Centre Guide( Special type) |
| 26 | Lowering the tube well assembly (UPVC Casing pipe ,well pipe, strainer along with UPVC accessories) vertically in a position with proper lowering arrangement by applying necessary jointing compound including labour cost for subsequent gravel packing and machine operation cost etc. |
| 27 | Cost of Consumables for drilling rigs and machineries |
| 28 | Supply and delivery of Washed gravels size ranging from 1.80 mm to 4.74 mm. conforming to IS 4097 : 1967. |
| 29 | Packing the side of the tube well housing pipe with puddle clay & with good quality local earth as per direction. |
| 30 | Supply and delivery of Bentonite Powder conforming to IS 6186:1986 |
| 31 | Development (Min. 8 Hr. continuous) of tube well by using suitable air compressor (Min. Capacity: 600CFM & operating Pressure 14 Bar) followed by yield testing with BHT pump (Head :45 to 50mtr.,Discharge :1100 to 1000 LPM and 25 BHP engine) all complete including To & Fro Transportation cost and Cost of fuels, lubricants & Labour etc. |
| 32 | Water sample collection and chemical test including Arsenic Test. |
| 33 | Electro-logging charge. |
| 34 | Supply and delivery of UPVC pipe (CD) conforming to IS 12818:2010. (CIPET Certified) |
| 35 | a) 300 mm dia |
| 36 | b) 200 mm dia |
| 37 | Supply and delivery of UPVC Deep Well Screen (RDS) Pipes with Ribs conforming to IS 12818:2010. (CIPET Certified) |
| 38 | a) 200 mm dia. |
| 39 | Transportation cost of drilling equipment and accessories rig machine etc. including cost of fuel lubricant & loading unloading the materials from store/stack yard/ suppliers godown and unloading/stacking the same at site. (Up to 60 Km distance) |
| 40 | Laying rising main . |
| 41 | Carrying CI/DI pipes with specials and valves and lowering placing in position and laying carefully inside the trenches in proper alignment and gradient etc. including earth work in excavation of adequate width as per specification having min. clear cover from top of pipe is 1.10mtr. below existing ground level in any kind of soil including mixed with boulder, road sub-grade and its flank,but excluding moorum and laterite and stone etc.without damaging the exisiting telephone/electric cable etc.(in case of damaged if any type of cable line during excecution , necessary damaged charges as applicable by the respective authority will be borne by the agency in his own cost) preparing the bottom surface for continuous bedding of pipe line and laying pipes, fitting, fixing specials and valves with bailing out water if any including carriage of pipes, specials and valves from local deptt. store within 8KM and back filling the trenches with excavated earth in layers to original condition as per specification and direction of EIC. The surplus materials after execution of work are to be return to the deptt. store. N.B: i) Any deviation from required clear cover of 1.10mtr., due to site adverse condition, prior permission is to be obtained from the EIC in exceptional situation and payment will be made on prorate basis over the rate of entire item ii) No payment will be made without hydraulic test of the pipe line either part or full iii) The pipes, specials and valves , rubber gasket will be supplied deptt. free of cost. |
| 42 | a) 150 mm dia D.I, |
| 43 | Cutting DI pipe (all class & type) to required length with cutting device etc. and grinding the cutting portion with file as per direction and satisfaction of EIC. |
| 44 | a) 150mm.dia.to 200mm.dia pipe |
| 45 | Chamfering the spigot end of all type/class of DI pipe for proper using of push joint by means of grinder set at site for proper joint etc. all complete as per direction of EIC. |
| 46 | a) 150mm dia. |
| 47 | Filling the pipe line with water, testing hydraulically as per I.S 3114-1965 (Article-6) in section of a length not exceeding 500mtr. for head of pressure as per specification including supplying installing and fixing all equipments such as diesel pump set, blank flange, pressure gauge, valve, pressure pump and all other tools and plants including drilling topping and plugging of necessary holes to pipes, blocking ends providing temporary thrust block and subsequent blocking of holes and other jointing materials and dismantling and removal of the same including disposal of water etc. all complete as per specification and direction of EIC. The rate is inclusive of cost of requisite water to be arranged by the contractor (Recovery rate of water @ Rs.10.00/m3, if contractor used water from deptt. source). |
| 48 | A) For CI/DI pipe |
| 49 | a) 150 mm dia |
| 50 | Cleaning thoroughly the inner surface of pipe line including specials and valves by flushing with water and subsequently disinfection of the same pipe line by flushing again with water containing bleaching powder resulting in residual chlorine not less than 15mg/ltrs. after 24hrs. of such filling including laboratory testing of water samples obtain from the disinfested pipe line and disposal of water from the pipe line after completion of the work. The rates including of cost of requisite water to be arranged by the contractor) (The rate of water @Rs. 10/m3 may be recovered, if the contractor used water from deptt. source). |
| 51 | A) For CI/DI pipe |
| 52 | a) 150 mm dia |
| 53 | Making rubber gasket joint to CI/DI pipes maintaining proper alignment level etc. by mechanical arrangement with or without using mobile cranes where necessary and with help of all other equipment stools and tackles etc. as required providing lubricants of approved quality and direction of EIC. (rubber gasket will be supplied deptt. free of cost) |
| 54 | a) 150 mm dia D.I, K-9 |
| 55 | Supply and delivery ofdifferent dia. D I specials includingloading unloading and carriage inclusive of taxes and all charges whatsoever |
| 56 | For150 mm dia |
| 57 | a) FLANGE SPIGOT 150 |
| 58 | b) FLANGE SOCKET 150 |
| 59 | c) DS BEND 150 x 90o |
| 60 | d) 150 x 150 X 150 A/S Tee |
| 61 | Supply and delivery of CIDF sluice valve (Special type) PW-1.00 of different dia make with CI double flanged non rusting spindle sluice valves conforming to IS 14846 -2000 with latest emended having body dome/bonnet and cover of C.I.Gr-F.G 210mtr. spindle of IS-6603 G.R-12/Gr-13 non-magnetic, nuts seat rings are of Gunonetal as per IS:318 LTB-2 flanges and drilled to IS:1538 Part IV & VI valves are suitable for max. working pressure of 10kg/cm2(seat test) and body tested to 15kg/cm2. N.B: The above item should be procured from the reputed manufactures as per deptt. approved vender list. |
| 62 | a) 150mm dia |
| 63 | Construction of different dia Sluice valve /Air valve /Washout chamber in different sizes for village road where light traffic run and for main road where heavy traffic run as deptt.approved drawing with 25cm thick brick work (1:6) over cement concrete (4:2:1) over a single B/F soling over150mm.thick sand filling in foundation including earth work in excavation and disposal of excess earth from work site with RCC (1:1.5:3) cover slab 100mm / 150mm thick slab on top of chamber with 1% reinforcement in roof slab including supply of 150mmx150mm C.I. surface box embedded into RCC cover slab all complete including cost of labour & materials. |
| 64 | (a) with 100mm thick RCC cover slab for village road where light traffic run. |
| 65 | a) 80 mm to 150 mm dia pipe |
| 66 | Making flange joint to DI/CI pipes, specials and valves where necessary with supply of required rubber insertion and nut bolts, washers etc. of approved quality and type all complete as per specification and direction of EIC (Nut and bolts shall be of TATA/GKW make). |
| 67 | a) 150mmdia |
| 68 | Laying distribution pipe line with allied works. |
| 69 | Carrying CI/DI pipes with specials and valves and lowering placing in position and laying carefully inside the trenches in proper alignment and gradient etc. including earth work in excavation of adequate width as per specification having min. clear cover from top of pipe is 1.10mtr. below existing ground level in any kind of soil including mixed with boulder, road sub-grade and its flank,but excluding moorum and laterite and stone etc.without damaging the exisiting telephone/electric cable etc.(in case of damaged if any type of cable line during excecution , necessary damaged charges as applicable by the respective authority will be borne by the agency in his own cost) preparing the bottom surface for continuous bedding of pipe line and laying pipes, fitting, fixing specials and valves with bailing out water if any including carriage of pipes, specials and valves from local deptt. store within 8KM and back filling the trenches with excavated earth in layers to original condition as per specification and direction of EIC. The surplus materials after execution of work are to be return to the deptt. store. N.B: i) Any deviation from required clear cover of 1.10mtr., due to site adverse condition, prior permission is to be obtained from the EIC in exceptional situation and payment will be made on prorate basis over the rate of entire item ii) No payment will be made without hydraulic test of the pipe line either part or full iii) The pipes, specials and valves , rubber gasket will be supplied deptt. free of cost. |
| 70 | a) 200 mm dia D.I, |
| 71 | Cutting DI pipe (all class & type) to required length with cutting device etc. and grinding the cutting portion with file as per direction and satisfaction of EIC. |
| 72 | a) 150mm.dia.to 200mm.dia pipe |
| 73 | Chamfering the spigot end of all type/class of DI pipe for proper using of push joint by means of grinder set at site for proper joint etc. all complete as per direction of EIC. |
| 74 | a) 200 mm dia |
| 75 | Making rubber gasket joint to CI/DI pipes maintaining proper alignment level etc. by mechanical arrangement with or without using mobile cranes where necessary and with help of all other equipment stools and tackles etc. as required providing lubricants of approved quality and direction of EIC. (rubber gasket will be supplied deptt. free of cost) |
| 76 | a) 200 mm dia |
| 77 | b) 150 mm dia |
| 78 | Supply and delivery of CIDF sluice valve (Special type) PW-1.00 of different dia make with CI double flanged non rusting spindle sluice valves conforming to IS 14846 -2000 with latest emended having body dome/bonnet and cover of C.I.Gr-F.G 210mtr. spindle of IS-6603 G.R-12/Gr-13 non-magnetic, nuts seat rings are of Gunonetal as per IS:318 LTB-2 flanges and drilled to IS:1538 Part IV & VI valves are suitable for max. working pressure of 10kg/cm2(seat test) and body tested to 15kg/cm2. N.B: The above item should be procured from the reputed manufactures as per deptt. approved vender list. |
| 79 | a) 80mm dia |
| 80 | b) 100mmdia |
| 81 | c) 125mm dia |
| 82 | d) 200mmdia |
| 83 | Making flange joint to DI/CI pipes, specials and valves where necessary with supply of required rubber insertion and nut bolts, washers etc. of approved quality and type all complete as per specification and direction of EIC (Nut and bolts shall be of TATA/GKW make). |
| 84 | d) 80mm dia |
| 85 | a) 100mmdia |
| 86 | e) 125mm dia |
| 87 | c) 200mmdia |
| 88 | Supply and delivery ofdifferent dia. D I specials includingloading unloading and carriage inclusive of taxes and all charges whatsoever |
| 89 | a)200x200x200 DI AS Tee |
| 90 | b)200x150 DI DS Reducer |
| 91 | c)200 DS COLLAR |
| 92 | d) 200 mm Spigot TP |
| 93 | e) 150 mm Spigot TP |
| 94 | f)150x100 mm DI DF Reducer |
| 95 | Supplying, laying, fiting, fixing and jointing of UPVC pipes conforming to IS:4985-2000 with latest revision and amendments, if any, with necessary UPVC/CI specials, CIDF sluice valves, as per relevant I.S. specification including labour charges for earth work in excavation in any kind of soil including mixed soil with boulder ,road sub-grade and its flanks but excluding moorum and laterite or sand stonehard arock including cutting of brick payment without damaging the existing telephone/electrical cable line etc.(in case of damage of any type of cable line during excavation, necessary damaged charges as applicable by the respaective authority will be borne by the agency in his own cost. Loading, unloading, carrying of pipes, specials, valves from the local store to work site and lowering laying of pipes specials valves carefully in trenches maintaining proper levels and alignment ,jointing the pipe and specials including supplying of good quality/approved brand solvent cement (as per IS:14182-1994 including cost of all fabricated PVC fitting i.e. tees,bend, reducers, adopter etc.as per IS:101-1988 and making flange joints including supplying required quantity of nuts, bolts and rubber insertion (CIDF sluice valves will be supplied by the department free of cost) as required at site by adopting suitable method so as to facilate the maintenance of pipe line locally as per conventional method including back filling the trenches with good earth obtained from excavation of trenches including consolidation with watering in layer not exceeding 150mm thk. with maintaining anaverage depth of cushion of 1.10mtr. from the top of pipe line including making interconnection with distribution pipes etc. all complete as per drawing direction and satisfaction of the E.I.C. |
| 96 | N.B. i) Manufacturer’s test certificate for UPVC pipe & specials to be produced before laying of pipe line. ii) 3rd party inspection of UPVC pipe & specials to be done by CEPET or (India) SGS/NTH Kolkata or as per direction of EIC as per approved vender list. iii) No part payment at any stage on account of supply of materials shall be entertained. iv) Payment will be made on actual consumption of materials. v) UPVC pipes for the works to be supplied as per approved vendor list and as per direction & satisfaction of EIC. No pipes will be allowed beyond recommendated vendor list. vi) Submission of drawing of pipe line with statement of materials consumed between node to node points against each R.A. & final bill.if so.vii) Any deviation from required clear cover of 1.10mtr.due to site adverse condition, prior permission is to be obtained from EIC and payment for such work will be made on prorate basis over the rate of entire item. viii) All pipe connection shall be completed in all respect and as per directionof EIC. Decision of EIC in this respect is final & binding. In case of any deviation/or any left out pipe connections an amount of Rs.10,000.00 for each pipe connection will be realized/recovered from the bill. ix) No payment will be made without hydraulic test of the pipe line either part or full |
| 97 | (A) Pressure Rating : Class - III (ii) Laying of pipe line including cost of pipe & fittings /specials but excluding cost of valves. |
| 98 | a) 125mm(OD) @ 45 joints per Lit. solvent cement) |
| 99 | b) 110mm(OD) @ 54 joints per Lit. solvent cement) |
| 100 | c) 90mm(OD) @ 79 joints per Lit. solvent cement) |
| 101 | Construction of different dia Sluice valve /Air valve /Washout chamber in different sizes for village road where light traffic run and for main road where heavy traffic run as deptt.approved drawing with 25cm thick brick work (1:6) over cement concrete (4:2:1) over a single B/F soling over150mm.thick sand filling in foundation including earth work in excavation and disposal of excess earth from work site with RCC (1:1.5:3) cover slab 100mm / 150mm thick slab on top of chamber with 1% reinforcement in roof slab including supply of 150mmx150mm C.I. surface box embedded into RCC cover slab all complete including cost of labour & materials. |
| 102 | (a) with 100mm thick RCC cover slab for village road where light traffic run. |
| 103 | a) 80 mm to 150 mm dia pipe |
| 104 | b) 200 mm dia pipe |
| 105 | Filling the pipe line with water, testing hydraulically as per I.S 3114-1965 (Article-6) in section of a length not exceeding 500mtr. for head of pressure as per specification including supplying installing and fixing all equipments such as diesel pump set, blank flange, pressure gauge, valve, pressure pump and all other tools and plants including drilling topping and plugging of necessary holes to pipes, blocking ends providing temporary thrust block and subsequent blocking of holes and other jointing materials and dismantling and removal of the same including disposal of water etc. all complete as per specification and direction of EIC. The rate is inclusive of cost of requisite water to be arranged by the contractor (Recovery rate of water @ Rs.10.00/m3, if contractor used water from deptt. source). |
| 106 | a) 90 mm dia |
| 107 | b) 110 mm dia |
| 108 | c) 125 mm dia |
| 109 | For DI pipe: |
| 110 | a) 200 mm dia |
| 111 | Cleaning thoroughly the inner surface of pipe line including specials and valves by flushing with water and subsequently disinfection of the same pipe line by flushing again with water containing bleaching powder resulting in residual chlorine not less than 15mg/ltrs. after 24hrs. of such filling including laboratory testing of water samples obtain from the disinfested pipe line and disposal of water from the pipe line after completion of the work. The rates including of cost of requisite water to be arranged by the contractor) (The rate of water @Rs. 10/m3 may be recovered, if the contractor used water from deptt. source). |
| 112 | a) 90 mm dia |
| 113 | b) 110 mm dia |
| 114 | c) 125 mm dia |
| 115 | For DI pipe: |
| 116 | a) 200 mm dia |
| 117 | HORIZONTAL ROAD CROSSING: Horizontal road crossing by Augor-boring including boring charge, pipe laying and jointing, making baricates, lighting arrangement etc. all complete as per direction of E.I.C.For 80 mm dia. to 200 mm dia. pipes. |
| 118 | Bituminous pucca road (approx. 450mm depth) cutting by using gaiti, chisel, hammer etc. and picking up the withdrawing excavated materials and remove the same within distance of 30mtr. at least all complete for fixing/crossing all dia of pipe line as per direction of EIC. |
| 119 | Dismantling all type of plain cement concrete works, stacking serviceable materials of site and removing rubbish as directed within a lead of 75mtr. for laying all dia pipe line in ground floor, upto 150mm thick. |
| 120 | Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (A) [Pakur Variety]. (a) 1:3:6 proportion |
| 121 | Supply of E.R.W.M.S (Electrical Resistant Welded M.S) black pipe of TATA make (heavy quality) as per standard specification, 5 mm thick |
| 122 | a) 300 mmdia. (internal) (use as casing for road crossing) |
| 123 | b) 250 mmdia. (internal) (use as casing for road crossing) |
| 124 | Painting with ready mixed black japan approved make & brand including smoothening surface. A) Two coats |
| 125 | a) Supply of 150 mm dia GI pipe of TATA make including necessary socket (heavy quality) |
| 126 | Submission of complete detailed drawing of distribution system,rising main etc. after execution of work showing position of different types of valves, fittings/specials sluice valve chamber with location, node to node wise in the sanctioned drawing as completion drawing of the water supply scheme as per direction and satisfaction of EIC. The list of dia wise fitting/specials, different pipes ;of valve used in the rising main should be shown in the completion drawing (not separate) with verified by JE & AE in-charge of the scheme. The above drawing will be submitted in 5 copies. |
| 127 | Supply & Instalation of Pressure Type IEP . |
| 128 | Supplying, Fabrication, Erectionon suitable RCCfoundation and Commissioning with 3 (three) months Trial Run (including cost of routine testing of water sample forperformance evaluation) of pressure type Iron removal plant as per design norms of the P.H.E. Dte. with necessary accessories viz. MS fabricated shell with minimum 10 mm thick MS plate with 2 (two) coats of anticorrosive paint & minimum 12 mm thick MS media supporting plate fitted with required no. of pot strainer, MS fabricated oxidation chamber with minimum 10 mm thick plate with necessary pipe connection, valves, Gauges & other instruments as required as per departmental approved design & drawing including cost of filter media, Air Compressor & Air blower with motor, starter, main switch etc. of required capacity & approved specification including power connection from main line etc. all complete.Rate excludes the cost of Concrete Platform & drain, and the cost of Blower Room. a) 40 cum / hr |
| 129 | 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. Depth of excavation not exceeding 1,500 mm. |
| 130 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. |
| 131 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) of Pankur variety excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. |
| 132 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevantIS codes. (i) Pakur Variety |
| 133 | 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 bracingfor concrete slabs,beamsand columns, lintels curved or straight including fitting,fixing and striking out after completion of works. (upto roof of ground floor) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. |
| 134 | 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.For works in foundation and upto roof of ground floor /upto 4 m. (i) Tor steel / Mild Steel (JSW/JSPL/SHYAM/SRMB/BMASL/ELECTROSTEEL/SSL) |
| 135 | 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. |
| 136 | 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 quality) |
| 137 | Brick work with 1st class bricks in cement mortar (1:6) a) In foundation and plinth |
| 138 | b) In superstructure, ground floor |
| 139 | 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] A) With 1:6 cement mortar |
| 140 | a)15mm thick plaster |
| 141 | b)20mm thick plaster |
| 142 | (B) With 1:4 cement mortar, i)10mm thick plaster |
| 143 | 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 cementi) 35 mm thick |
| 144 | Neat cement punning about 1.5mm thick in all,dado,window sill,floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. |
| 145 | 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. |
| 146 | Supplying, fitting and fixing steel rolling shutter profile type with 18 B.G of approved type steel latche section 75mm wide, fitted with coil wire spring to necessiate the of required Nos. of C.I. Pulleys on heavy type solid drawn eamless steel tube complete with locking arrangements both inside and outside specially builtup side guide channels including providing a hood for the steel rolling shutter in the room, painting two coats of approved aluminium paint over a coat of red lead primer complete. |
| 147 | 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. |
| 148 | M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of and lugs in ground floor. windows,railing etc. fitted and fixed with necessary screws i) Grill weighing above 10 Kg./m2 and up to 16 Kg./m2 |
| 149 | Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manu- facturer"s specification) including cleaning and smoothning of surface. Two Coats |
| 150 | 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 manufacturer"s specification and as per direction of the EIC. In Ground Floor: One Coat on new surface |
| 151 | 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. In Ground floor (Two Coat) a) Normal Acrylic Emulsion a)From foundation level-upto initial 4.0 M height above G.L |
| 152 | Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. |
| 153 | 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 : On steel or other metal surface :Two coats (with any shade except white) |
| 154 | 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)110 mm. Dia. |
| 155 | a) Bend 87.5 degree (i) 110 mm. Dia. |
| 156 | b) Shoe, (i) 110 mm. Dia. |
| 157 | Add GST @ 12% |
| 158 | Add Labour Welfare Cess @ 1% |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
