Public Health Engineering Department-PHED has published Construction Of 900 Cum Capacity And 20 . 0M Staging Height Rcc Over Head Reservoir Including All Allied Works And Laying Distribution System Including All Allied Works As Per Departmental Drawing At Panchra Under The Panchra Pws Scheme. Submission Date for this Tender is 10-11-2020. Reservoir Tenders in Suri Birbhum West Bengal. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of 900 Cum capacity and 20.0m staging height RCC Over Head Reservoir including all allied Works & Laying distribution system including all allied Works as per departmental drawing at Panchra under the Panchra Piped Water Supply Scheme within Khoyrasole Development Block under Birbhum Division, PHE Dte. ( Ref Drawing No PC-1/OHR/16/2012 ( Sheet 1 & 2) (Sl.No.6) | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | 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.\na) Depth of excavation not exceeding 1,500 mm. | 340.3 | Cu.M. | |
| 2 | 1.1 | b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring. | 300.6 | Cu.M. | |
| 3 | 2 | Bailing or pumping out water from foundation trenches.\nThis item should be executed on the specific direction of the Engineer-in-charges when he is satisfied in his absolute discretion, that this has not been necessitated due to any fault on the part of the contractor (Payment,ifpermitted,willbemadeonthe quantityof water calculated on the basis of initial and final water calculated on the basis of initial and final water level measured before starting and completion of each days work which necessitates a bailing / pumping of water from the trench. The final level of water to be measured, will depend on the level at which the day's work will be taken up. The rate includes any seepage water that may percolate in the trench during pumping) \n | 150 | Cu.M. | |
| 4 | 3 | Hire and labour charges for shoring work (including necessary close plank walling, framing, Eucalyptus/Jhou bulla piling, strutting etc) complete as per direction of the Engineer-in-charge for foundation excavation (vertical surface are in contact with supported earth is to be measured.) (This item should be executed on specific direction of the Enginner in charge).\n(a) Depth upto 1.5 m. | 95 | Sq. M | |
| 5 | 3.1 | (b) For additional depth beyond 1.5 m. and upto 3.00 m | 70.73 | Sq. M | |
| 6 | 4 | 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)\na) By fine sand. | 124.7 | Cu.M. | |
| 7 | 5 | 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)\n(a) With earth obtained from excavation of foundation | 360.18 | Cu.M. | |
| 8 | 6 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 545.53 | Sq.M. | |
| 9 | 7 | 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.\na) Pakur Variety | 52.61 | Cu.M. | |
| 10 | 8 | Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per irection of Engineerin charge. Consumption of ement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation.\n[using concrete mixture] \nM 25 Grade : Pakur Variety\ni. 1 st Stage (foundation & upto 4m above G.L.) | 177.79 | Cu.M. | |
| 11 | 8.1 | ii. 2nd stage (above 4m & upto 8m above G.L.) | 27.84 | Cu.M. | |
| 12 | 8.11 | iii. 3rd stage (above 8m & upto 12m above G.L.) | 27.84 | Cu.M. | |
| 13 | 8.12 | iv. 4th stage (above 12m & upto 16m above G.L.) | 39.41 | Cu.M. | |
| 14 | 8.13 | v. 5th stage (above 16m & upto 20m above G.L.) | 12.21 | Cu.M. | |
| 15 | 9 | Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineerin charge. Consumption of cement will not be less than 320 Kg of cement with super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation.\n[using concrete mixture] \nfrom Heal Beam and above\nM-30 grade. c) M30 Grade\ni) Pakur Variety \n5th stage (above 20m) Rate - (6027.49 + 95 x 4) = 6407.49 | 197.33 | Cu.M. | |
| 16 | 10 | Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if ecessary), 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.TOR/ MILD STEEL (SAIL/TATA/RINL)\n(i) Tor steel/Mild Steel\nI. 1st Stage (Foundation & upto 4m above G.L.) | 25 | MT | |
| 17 | 10.1 | II. 2nd Stage (Above 4m & upto 8m above G.L.) | 4.8 | MT | |
| 18 | 10.11 | III. 3rd Stage (Above 8m & upto 12m above G.L.) | 4.8 | MT | |
| 19 | 10.12 | IV. 4th Stage (Above 12m & upto 16m above G.L.) | 4.8 | MT | |
| 20 | 10.13 | V. 5th Stage (Above 16m & upto 20m above G.L.) | 18.5 | MT | |
| 21 | 10.14 | VI. 6th Stage (Above 20m) | 12.26 | MT | |
| 22 | 11 | (a) Hire and labour charges for shuttering for concrete work in overhead R.C. Reservoir on separate R.C. frame including fitting, fixing and striking off after compeltion of work including staging upto 4 m using ply board or steel shuttering.\n(Not applicable for resting on roof top) | 2060.59 | Sq.M. | |
| 23 | 12 | Extra for staging beyond 4M [Mode of measurement area of unsupported horizontal projection (Where staging beyond 4M is practically unavoidable) x( Mean height of staging) above intitial 4 m. | 2669.83 | Cu.M. | |
| 24 | 13 | Brick work with 1st class bricks in cement mortar (6:1)\na) In superstructure. Ground floor. | 25.96 | Cu.M. | |
| 25 | 14 | 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 1:4 cement mortar 10 mm thick plaster i) G.L to Top of Reservoir ( for external surface) | 2050 | sqm | |
| 26 | 15 | With 1:3 cement mortar 20 mm thick plaster i) Inside of reservoir ( for Internal surface) | 700 | sqm | |
| 27 | 16 | 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.\nIn ground floor.\n3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement).\nUsing grey cement \n(iii) 35 mm. thick | 232.17 | Sq.M. | |
| 28 | 17 | Neat Cement punning about 3mm thick in wall dedo witndow, sills, floor and drain etc. Note:- Cement 0.304cum per 100sqm | 373.85 | Sq.M. | |
| 29 | 18 | Supplying & labour for mixingof super plasticizer of approved make brand sika/cico conforming toIS-2645-1975&IS-9130-1979to beneed inmortar admixture@ 0.20% by wt.of cement(i.e 100ml per 50kg of cement) for improving work ability, reducing shrinkage and improvement of water tightness of the concrete. | 180 | Kg. | |
| 30 | 19 | Supplying, fitting, fixing 900 mm high G.I. pipe railing for R.C.C stair cat ladder walk way fabrication, erection, welding of 40 mm G.I (NON TATA medium) pipe place at top of railing and 2nos 25mm dia.G.Ipipe (NON TATA medium) place dequally in between railing top & floor, vertical post of railling are 40mm dia.G.I pipe (NON TATA medium) placed at 900mm c/c. The each end of the vertical post is join by the 62mm (25mm X 6mm X 0.062 m long) MS flatand 150 mm length (propes pipes) are grouted in concrete base of stair, walk way etc. All complete with supplying of all materials including hoisting up to the any height complete with 2 coats of painting with super gloss (Hi gloss) in any shade except white and black over a coat of primer complete as per direction of E.I.C. Analysis of rate enclosed in seperate sheets. ( Analysis Rate ) | 85 | Mtr | |
| 31 | 20 | Supplying at site filling ,fixing ,erecting and building in position where necessary 600mm.wide M.S. Cat ladder as per design consisting of 2nos.ISMC 150, 8mm.thick with necessary base plate of 8mm.thick 100mm.wide M.S. plateas steep@ 300mm.a/csupported onISA50x50x6, ISA60x60x8mm.thick both side as per requirement.900mm.ht.as post on one side/bothside @ 1000 and ISA 45x45x6 as horiz. Runner to cover side railing including fabrication, welding ,drilling etc.as per drawing and direction and finished with two coats of synthetic enamel painting over a coat of primer etc. all complete as per direction of EIC. for cat ladder, railing of stair & platform, walkway etc.\n\na) Upto 2nd Lift (upto 8.0mtr. from G.L) | 250 | kg | |
| 32 | 20.1 | b) from 16mtr. to 20mtr. @ 1.5%extra of (c) | 300 | kg | |
| 33 | 21 | Supplying at site hoisting, fitting, fixing erecting and building in position where necessary 450mm.wide ladder as per design consisting of 2nos. M.S.Plate of 8mm.thick with necessary base plate 60mm wide; and 16mm.dia M.S.round or square bar as steeps placed @ 300 c/c including fabrication, welding drilling etc. as per drawing and direction and finished with two coats of synthetic enamel painting over a coat of red lead primer etc. all complete as per ;direction of the EIC | 10 | Mtr. | |
| 34 | 22 | Supply the following materials for connection of inlet, outlet, overflow, washout of OHR as per deptt. Drawings.\n(A) CIDF pipe Class-B as per I.S. 7181-1986 with latest revision. | 4500 | kg | |
| 35 | 22.1 | N.B: For OHR use CIDF class B pipe for inlet, outlet, overflow and washout.\n(B) CIDF Duck foot bend as per I.S. 1538 1976 with latest revision. | 150 | kg | |
| 36 | 22.11 | (C) CIDF Bell mouth pes. with puddle collar as per ISI1538-1976 with latest revision | 100 | kg | |
| 37 | 22.12 | (D) C.I.D.F 90° Bend as per I.S.1538 (Part-XXI) -1976 with latest amended | 350 | kg | |
| 38 | 23 | 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.R12/Gr-13non-magnetic, nuts sea trings are of Gunonetal as perIS:318LTB-2flanges and drilled toIS:1538PartIV&VI valves are suitable for max. working pressure of10kg/cm2(seattest)and body tested to 15kg/cm2\nN.B:The above items hould be procured from the reputed manufactures as per deptt. approved vender list\na) 200mm.dia.\n | 1 | Each | |
| 39 | 23.1 | b) 250mm.dia. | 1 | Each | |
| 40 | 23.11 | c) 300 mm dia | 2 | Each | |
| 41 | 24 | Hoisting, erection, placing connecting with pipes and specials CIDF pipes, specials) securing with building specials providing stays, clamps as required including cost of staging platform for the work etc.all complete in all respects as per drawing and direction of EIC.\na) 200mm.dia. | 25 | Mtr. | |
| 42 | 24.1 | b) 250mm.dia. | 55 | Mtr. | |
| 43 | 24.11 | c) 300mm.dia. | 30 | Mtr. | |
| 44 | 25 | Hoisting,fitting,fixing of C.I. bell mouth with puddle collar in RCC work as per drawing specification and direction of EIC all complete.\nb) 300mm.dia. | 1 | Each | |
| 45 | 25.11 | c) 200mm.dia. | 2 | Each | |
| 46 | 26 | Fitting, fixing Duck foot bend including construction of cement concrete(4:2:1) base with approved grade stone chips and including excavation of earth & filling etc. all complete in all respect as per direction of EIC.\na) 200 mm dia (Base size 250mm x 250mm x 400 mm deep) | 1 | Each | |
| 47 | 26.1 | b) 250 mm dia (Base size 300mm x 300mm x 450 mm deep) | 1 | Each | |
| 48 | 26.11 | c) 300 mm dia ( Base 350 mm x350 mm x500) | 1 | Each | |
| 49 | 27 | PIPING ARRANGEMENT\nMaking flange joint to CIDF pipe, specials, valves etc.with supply of necessary nuts and bolts, rubber in sertion of 6kg/m2(3mmgauge)and materials required including dewatering if any tools and plants, labour cost etc. as per specification and direction of EIC (Nut and bolts shall be of TATA/GKW make) for \na) 200mm.dia. | 5 | Each | |
| 50 | 27.1 | b) 250mm.dia. | 5 | Each | |
| 51 | 27.11 | c) 300 mm dia | 10 | Each | |
| 52 | 28 | 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 RCC cover slab with necessary opening for operation of valve all complete including cost of labour & materials as per Departmental Dwg. \n[Reinforcement type:- Other manufactuerers not specified]\na) 200mm.dia. | 1 | Each | |
| 53 | 28.1 | b) 250mm.dia. | 1 | Each | |
| 54 | 28.11 | c) 300 mm dia | 2 | Each | |
| 55 | 29 | Making arrangement for water tightness test conforming to the provision laid in IS:3370(Pt-I) 1956 by filling with water upto top water level (TWL) as shown in the drawing and as per direction of EIC. (if water is supplied by the Department rate shall be reduced as per prevailing departmental rate) | 900 | Cu.M. | |
| 56 | 30 | Disinfection and washing the tank and pipe connection including clearing the inside of the tank etc. complete as per direction of EIC. | 1 | Item | |
| 57 | 31 | Supplying hoisting, fitting fixing approved type water level indicator with copper float, guide pulley, wire boards etc. as per standard specification and direction and satisfaction of EIC | 1 | Each | |
| 58 | 32 | (A)Earthing with 50mm.dia G.I.pipe3.64mm.thickx3mtr.(10”-0”) long and l;1x4SWGG.I.(Hot dip)wire 4mtr. long 13mm. dia x 80mm.long G.I.Bolts, double nuts , washer including S&F 15mm.dia G.I.pipe protection (1mtr.long)to be filled with bitumen partly below ground level to an av. Depth of 3.65m below G.L. and restoring the surface duly rammed as per IEE rule\nii)For Moorum soil\nb)By TATA Medium G.I.Pipe. | 1 | Set | |
| 59 | 32.1 | (B) Extra for treatment of soil by salt and charcoal coke for pipe electrode | 1 | Item | |
| 60 | 33 | (C) Connecting the equipments to earth Bushbar including S&F G.I. (Hot Dip) wire of size as below on wall / floor with stables buried inside wall/floor as required and making connection to equipments with bolts, nuts,washer,cablelugsetc.as required and mending good damages as per IEE rule.\ni)No.8 SWG | 25 | Mtr. | |
| 61 | 34 | Supplying mosquito proof net made of polythene (NETLON) size 75cm. X 75cm. for ventilator including fitting, fixing in the best sal wood frame of 8cm. X 5cm. cross section with necessary wooden batten fixing the assembly with necessary MS clamp in RCC wall at the lantern. | 7.5 | Sq.M. | |
| 62 | 35 | Provision for embossing the name and capacity of reservoir with 20mm.thick (3:1) raised sand cement plaster with letter size30cmx20cm.on the outside of shell wall of the reservoir painted complete as pr direction of EIC | 150 | Each | |
| 63 | 36 | Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per specification and as per direction of the EIC.manufacturer's. (Two coat) | 2115.03 | Sq.M. | |
| 64 | 37 | Applying normal acrylic emulsion paint of approved quality after preparing the surface including scraping the same thoroughly (plastered or concrete surface) as per manufacturer's specification on new plastered suface. (Two Coat) | 2115.03 | Sq.M. | |
| 65 | 37.1 | (a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. | 122 | Sq.M. | |
| 66 | 37.11 | 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 :\nb) On steel or other metal surface \n(iv) Two coats (with any shade except white) | 122 | Sq.M. | |
| 67 | 38 | Painting of Bituminus paint of approved type & quality on tank roof as drawing & specification including thorough cleaning of surface & sanding complete. (including cost of sand). | 189.86 | Sq.M. | |
| 68 | 39 | M.S. integrated grill as per approved design integrated with steel window or ventilator, joints continuously welded with M.S. flats and bars. | 450 | Kg. | |
| 69 | 40 | 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. | 5.04 | Sq.M. | |
| 70 | 41 | Supplying fitting and fixing in position reinforced cement polymer concrete manhole cover with matching frame as per IS-12592 (MD)\na) 5MT load bearing capacity round manhole cover parovided with two nos. lifter hook with machining frame of size 550mm x 65mm(cover) and 650mm x 125mm(frame) opening 470mm and WT. 90KG. Approx | 1 | Each | |
| 71 | 42 | 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 an average depth ofcushion 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. \nN.B. i) Manufacturer’s test certificate for UPVC pipe & specials to be 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.\n(ii) Laying of pipe line including cost of pipe & fittings/specials but\nexcluding cost of valves.\nii) 90mm (OD) | 22510 | Mtr. | |
| 72 | 42.1 | b) 110 mm dia. | 4455 | Mtr. | |
| 73 | 42.11 | c) 140 mm dia. | 2240 | Mtr. | |
| 74 | 42.12 | d) 160 mm dia. | 4920 | Mtr. | |
| 75 | 42.13 | e) 200 mm dia. | 8245 | Mtr. | |
| 76 | 43 | Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m \nIn ground floor including roof.\n(b) Upto 150 mm. thick\n | 115 | Cu.M. | |
| 77 | 44 | 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.\na) In ground floor including roof. | 5.5 | Cu.M. | |
| 78 | 45 | 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.\nN.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 \nii) No payment will be made without hydraulic test of the pipe line either part or full\niii) The pipes, specials and valves , rubber gasket will be supplied deptt.free of cost.\na) 150 mm dia. | 50 | Mtr. | |
| 79 | 45.1 | b) 250 mm dia. | 3505 | Mtr. | |
| 80 | 45.11 | c) 300 mm dia. | 1095 | Mtr. | |
| 81 | 45.12 | c) 400 mm dia. | 540 | Mtr. | |
| 82 | 46 | 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 equipments tools and tackles etc. as required providing lubricants of approved quality and direction of EIC. (rubber gasket will be supplied deptt. free of cost)\na) 150 mm dia | 12 | Each | |
| 83 | 46.1 | b) 250 mm dia | 980 | Each | |
| 84 | 46.11 | c) 300 mm dia | 235 | Each | |
| 85 | 46.12 | d) 400 mm dia | 115 | Each | |
| 86 | 47 | 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.\na) 150 mm.dia. to 200 mm. dia pipe | 4 | Each | |
| 87 | 47.1 | b) 250mm.dia.to 350mm.dia pipe | 56 | Each | |
| 88 | 47.11 | c) 400 mm.dia.to 450mm dia pipe | 12 | Each | |
| 89 | 48 | 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 rate).\na) 150 mm dia. | 2 | Each | |
| 90 | 48.1 | a) 250 mm dia. | 16 | Each | |
| 91 | 48.11 | b) 300 mm dia. | 4 | Each | |
| 92 | 48.12 | c) 400 mm dia. | 4 | Each | |
| 93 | 49 | Cost for boring through any type of soil by augor boring (horizental) with water jet system including hire charges of machine, tools & plants, all complete with all labour and supply of water etc. as per specification and direction of EIC.\n150 mm to 250 mm dia | 95 | Mtr. | |
| 94 | 50 | 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)\nDo - by fine sand | 57 | Cu.M. | |
| 95 | 51 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 100 | Sq.M. | |
| 96 | 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. \na) Pakur variety. | 55 | Cu.M. | |
| 97 | 53 | 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.\na) Pakur variety\n | 5.5 | Cu.M. | |
| 98 | 54 | 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.\n(a) For works in foundation and upto roof of ground floor/upto 4 m \n(i) Tor steel/Mild Steel\n II. JSW/JSPL/SHYAM/ SRMB/BMASL/ELECROSTEEL/SSL\n | 0.25 | M.T. | |
| 99 | 55 | 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)\n(When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof)\n(b) Above 30 mm & upto 37 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. | 45 | Sq.m | |
| 100 | 56 | Brick work with 1st class bricks in cement mortar (1:6)\n(a) In foundation and plinth | 7.5 | Cu.M. | |
| 101 | 57 | 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]\n(i) With 1:6 cement mortar\n(b) 20 mm thick plaster | 50 | Sq.M | |
| 102 | 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 and application of cement slurry before flooring works using cement @ 1.75kg/sq.m all complete including all materials and labour.\nIn ground floor.\n3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement\n(ii) 35 mm. thick | 55 | Sq. M | |
| 103 | 59 | Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc. NOTE:Cement 0.152 cu.m per 100 sq.m. | 50 | Sq.M | |
| 104 | 60 | Construction of different dia Sluicevalve/Airvalve/Washoutchamberin 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 RCC cover slab with necessary opening for operation of valve all complete including cost of labour & materials as per Departmental Dwg. [Reinforcement type:- Other manufactuerers not specified]\na) 80 mm. to 150 mm. dia. | 35 | Each | |
| 105 | 60.1 | b) 200 mm dia. | 8 | Each | |
| 106 | 60.11 | c) 250 mm to 400 mm. dia. | 7 | Each | |
| 107 | 61 | a) Construction of RCC street stand post (700mm height) of RCC (1:1.5:3) footing over 75mm thick 4:2:1 P.C.C over a single B/F soling with 1% reinforcement, connected with saddle piece & 15mm dia brass ferrule with supplying fitting, fixing 15mm dia G.I. nipple, G.I.socket, G.I. 200mm x 150mm reducing elbow and 20mm dia GI(m) TATA pipe of (avg.) 2.6mtr. long and one 15mm dia alloy Iron with brass spindle bib cock with socket and 20mm G.I. elbow 2nos. with 15mm GI(m) TATA pipe of 0.225mtr. for connection of stand post to distribution line as per deptt. design and drawing as per direction of EIC along with Construction of platformof size CCplatform(1:2:4)over a single B/F soling below G.Lover150mm.thick sand filling, neat cement finish over platform and inner side of band and15mm thick cement plaster(4:1)ontop of platform band and outside upto G.L. as per deptt. drawing and as per direction of EIC | 10 | Each | |
| 108 | 62 | Carriage of different type of departmental pipes from Divisional/Sub-divisional store to the work site by truck including loading, unloading, stacking etc. including cost of fuel, lubricant and also cost of driver,helpe retc.and all other taxes and charges as applicable as per direction of EIC\na) Above 30 Km upto 40 Km | 40 | Trip | |
| 109 | 63 | Filling the pipe line with water,testing hydraulically as perI.S3114-1965 (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).\nB) For UPVC/HDPE Pipe/A) For CI/DI pipe\na) 90 mm dia. | 27510 | Mtr. | |
| 110 | 63.1 | b) 110 mm dia. | 4455 | Mtr. | |
| 111 | 63.11 | c) 140 mm dia. | 2240 | Mtr. | |
| 112 | 63.12 | d) 160 mm dia. | 4920 | Mtr. | |
| 113 | 63.13 | e) 200 mm dia. | 8245 | Mtr. | |
| 114 | 63.14 | f) 150 mm dia. | 50 | Mtr. | |
| 115 | 63.15 | g) 250 mm dia | 4505 | Mtr. | |
| 116 | 63.16 | h) 300 mm dia | 1095 | Mtr. | |
| 117 | 63.17 | i) 400 mm dia | 540 | Mtr. | |
| 118 | 64 | Cleaning thoroughly the innersurface of pipe line including specialsand 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 than15mg/ltrs.after24hrs.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).\nB) For UPVC/HDPE Pipe/A) For CI/DI pipe\na) 90 mm dia. | 27510 | Mtr. | |
| 119 | 64.1 | b) 110 mm dia. | 4455 | Mtr. | |
| 120 | 64.11 | c) 140 mm dia. | 2240 | Mtr. | |
| 121 | 64.12 | d) 160 mm dia. | 4920 | Mtr. | |
| 122 | 64.13 | e) 200 mm dia. | 8245 | Mtr. | |
| 123 | 64.14 | f) 150 mm dia. | 50 | Mtr. | |
| 124 | 64.15 | g) 250 mm dia | 4505 | Mtr. | |
| 125 | 64.16 | h) 300 mm dia | 1095 | Mtr. | |
| 126 | 64.17 | i) 400 mm dia | 540 | Mtr. | |
| 127 | 65 | 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 SAE & AE in-charge of the scheme. The above drawing will be submitted in 5 copies | 53560 | Mtr. | |
| 128 | 66 | Add GST @12% on sum of Item No. 1 to 65.00 | 1 | item | |
| 129 | 67 | Add Cess @1% on sum of Item No. 1 to 66.00 | 1 | item |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
