|
| 1 | Supply ofPVC pipes & fittings shedule 80 (medium duty) conforming to ASTMD -1785 and threaded to match with GI Pipes as per IS : 1239 ( Part- I ). P/No.- 13, Item No.- 19 (iii).(A) PVC Pipe with Blank Pipe |
| 2 | Supplying high density polythene strainer of approved make with adapter conforming to I.S. specifications.P. No.- 52 Item No.- 5 (iii) |
| 3 | Labour for boring tube well of required dia. by water jet system through any type of soil strata including hire and labour charges for boring pipes, scaffolding, tools and plants as necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidental works in the connection. The tube well should have a minimum 50 mm gap in between the outside of the tubewell pipe and the bore,(a) For depth up to 150 metre.P. No.- 49, Item No.- 1-a)-iii) |
| 4 | Supply of galvanised iron socket with I.S.I. mark.P.No.- 103, Item No.-2 -(viii). |
| 5 | Earthwork in excavation in foundation trenches or drain in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading & stacking the spoil 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 of water as required complete. (a) Depth of Excavation not exceeding 1.500 mm.P.No.- 1, Item No.- 2 (a). |
| 6 | (II) Cement concrete with 30 mm down graded shingles excluding shuttering. N.B. VarietyIn ground floor(a)1:3:6 proportion.P.No.- 35, Item No.-22 - II - a) |
| 7 | Ordinary Cement concrete (mix 1:1.5:3) with graded stonechips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground Coor as per relevant US codes.(ii) River Bazree. P. No.- 26,Item No.- 10 -ii). |
| 8 | Hire and labour charges for shuttering withcantering and necessarystaging up to 4 m using approved stout props and thick hard wood planks of approvedthicknesswith required bracing for concreteslabs, beams and columns, lintels curved or straight including fitting, fiving and striking out after completion of works (up to roof of ground foor) (Whenthe height of a particular floor is more than4 m the equivalentfloor 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 there of )(f)25 mm to 30mm shuttering without stagingin foundation.P. No.- 43, Item No.- 36 -f ) |
| 9 | Reinforcementfor 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 bendingto correct shape, placing in proper position and binding with16gauge bIack annealedwire at every intersection, complete as per drawing and direction: (a) For works in foundation and upto roof of groundfloor/upto4 m (i) Tor steel / Mid Steel...II.Other than SAIL / TATA / RINL.P. No.- 43,Item No.- 40. |
| 10 | Plaster (to wall floor, ceiling etc) with sand and cement mortar including rounding off or chamferingcorners as directed andraking out joints including throating, nosing and drip course, scaffolding/staging wherenecessary (Ground floor) [Excluding cost of chipping over concrete surface] (i) With 1:4 cement mortar(a) 15 mm thick plaster. P. No.- 189, Item No.- 1 -(ii)- a) |
| 11 | 125 mm thick brick work with 1st class bricks in cement mortar (1.4) in ground floor.P. No.- 16, Item No.- 16 ( 3rd Corrig.) |
| 12 | Neat cement punning about 1.5 mm thick in wall, dado, window sill, floor etc. NOTE : Cement 0.152 cum per 100 sq.m.P. No.- 192, Item No.- 15. |
| 13 | Construction of soak gallery (600 mm X 450 mm) with two layersof jhama metal / Brick bats (38 mm to 50 mm size) 150 mm thick and 3 layersof dry brick flats in between the layers of jhama metal leaving an opening of 10 mm X 150 mm in section along the G.L. as per sketch including cuting trenches in required grade, back filing and compacting to its onginal G.L.etc. complete including costs of labour and materials..P. No.- 90, Item No.- 6. |
| 14 | MS structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conformingtoIS: 226, IS: 808& SP (6)-1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-in charge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816 -1956 & IS: 1995 using electrodesof approvedmake and brand conforming to IS: 814 - 1957, haulage, hoisting and erectionall complete. The rate includes the cost of rolled steel section, consumablessuch as electrodes, gas and hire charge of all toolsand plants and labour required for the work including all incidental chages such as electricity charges,labour insurancecharges etc. I) For structural members of specified sections weighingless than22.5 Kg./m. P. No.- 99, Item No.- 1. |
| 15 | (b) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering 15 etc. (b) On steel or other metal surface: With super gloss (hi-gloss)-(iv) Two coats (with any shade except white) P. No.- 200, Item No.- 1-a). |
| 16 | (A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand pepering 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) P. No.- 200, Item No.- 2-b)-iv) |
| 17 | Supplying PVC water storage tank of approved quality with closed top with lid (Black) - Multilayer(a) 500 litre capacity.P. No.- 37, Item No.- 6-a) |
| 18 | Supplying,fitting and fixing pillar cock of approvedmake. d) PolythenePiller Cock ( EMCO / ATLAS or equivalent )(i) 15 mm.P. No.- 45, Item No.- 19-d)-i) |
| 19 | Supplying, fitting and fixing CPVC (ChlorinatedPolyvinyl Chloride) pipes of approvedmake conforming to IS -15778:2007 with all necessary accessories,specials viz socket, bend, tee, union, cross, elbo, nipple, longscrew,reducing socket, reducing tee,short piece etc. fitted with holder bats clamps, including cutting pipes, fitting, fixing etc. complete in all respect including cost of all necessary fittingsas required, jointing materials in any position above ground. (Payment will be made on the centre line measurementsof total pipeline including all specials. No separate payment will be made for accesories, speciaIs (Details in bill) (a) For Exposed Work: (ii) CPVC Pipes Class-2 SDR -13.5 :25 mm. P. No.- 29, Item No.- 1-ii) |
| 20 | WRDD SCHEDULE,Page - 109 / Item - 1(b)PV ModuleSupply , transport , installation and commissioning of Solar PV installation for water pumping system with fixed structure consisting of solar panels framed in anodized aluminium frame mounted on stable hot dipped galvanized (with80 micron thickness) mild steel structure of sufficient strength which can withstand load of modules and high wind velocities upto 150 Km/hr, having RCC foundation designed against all possible loads (Dead, Live and imposed load). Modules supplied with the SPV system should have certificate as per IEC 61215 specification or equivalent National or International standards and must be interconnected with 4/6 sq.mm cables routed in PVC conduits properly fitted along the G.I structure to provide a good aesthetic view. Modules must qualify to IEC 61730 part I and part II for safety qualification testing. The power output of individual PV modules used in the PV array, under STC, should be a minimum of 250 Watts peak, with adequate provision for measurement tolerances. Solar cells should be crystalline silicon cell with min. efficiency of 14% and fill factor more than 70%, should be laminated between sheet of -Ethylene Vinyl Acetate (EVA) and high transmissivity 3.2mm tempered glass including appropriate DC to AC inverter and power controlling unit (protected with IP65 class enclosure) with MPPT technology to run at low sunshine and minimum 5 hours a day run with all necessary accessories suitable for solar + grid operation and including all protections of AC induction motor pump. There should be a display of all measurable parameters including storing of data at a set interval and transfer it in a pendive thru USB port . There should also be provision of interfacing GPRS based data transmission. (The rate is inclusive of manufacturer\"s warranty and comprehensive maintenance for 1st year and comprehensive maintenace for 4 years beyond Ist year) |
| 21 | WRDD SCHEDULE,Page - 110 / Item - 4(b)Lightning protection (on roof of Pump House): Lightning protection with 1.5\" G.I pipe of 2 mts height fixed / mounted on pump house and S & F Lightning Conductor Air Terminal made of 20 mm dia 1000 mm long GI pipe (ISI Medium) having five discharge prongs of 4 SWG GI (Hot Dip) wire at top duly soldered with 7/16 stranded GI (Hot Dip) wire fitted to 1.5\" G.I at bottom incl. necessary holes etc including supply & fixing GI (Hot Dip) strips 20 mm x 3 mm thick for horizontal run on the Parapet/Roof/ Wall with GI Saddles 1100 mm apart incl. mending good the damages to building works including Earthing with 65 mm dia GI pipe (TATAMedium)x 3.0 Mts. long and 1 x 19/10 stranded GI (Hot Dip) wire (4 Mts. long), 20 mm dia x 125 mm long galvanized bolt, double nuts, double washers including socketing at both ends of stranded GI (Hot Dip) wire by crimping sockets/ thimbles and S & F 40 mm dia GI pipe (ISI-Medium) protection (3 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level to an average depth of 3.65 Mt |
| 22 | PWD Electrical SCHEDULE,Page - G-1 / Item - 2. aEarthing 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 |
| 23 | PWD Electrical SCHEDULE,Page - G-2 / Item - 5. a(i)Connecting the equipment to the earth busbar incl. S&F GI wire of size bellow on wall /floor as required and making connection to the equipment with bolts, washers, cable lugs etc. as required and mending good damages.No 4 SWG GI wire |
| 24 | WRDD SCHEDULE,Page - 80 / Item - 2(b)(i)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.)(b) 30 cubic metre per hour capacity electro motor pumping set.(i) Length of pump assembly not exceeding 18 metre length |
| 25 | WRDD SCHEDULE,Page - 110 / Item - 4(a)Lightning protection(pole mounted) : Lightning protection with 3\" X 1.5\" G.I pipe of 4 mts height with base flange in proper RCC foundation and S & F Lightning Conductor Air Terminal made of 20 mm dia 1000 mm long GI pipe (ISI Medium) having five discharge prongs of 4 SWG GI (Hot Dip) wire at top duly soldered with 7/16 stranded GI (Hot Dip) wire and 85 mm dia 6 mm thick GI base plate at bottom incl. necessary holes etc including supply & fixing GI (Hot Dip) strips 20 mm x 3 mm thick for horizontal run on the Parapet/Roof/ Wall with GI Saddles 1100 mm apart incl. mending good the damages to building works including Earthing with 65 mm dia GI pipe (TATA-Medium)x 3.0 Mts. long and 1 x 19/10 stranded GI (Hot Dip) wire (4 Mts. long), 20 mm dia x 125 mm long galvanized bolt, double nuts, double washers including socketing at both ends of stranded GI (Hot Dip) wire by crimping sockets/ thimbles and S & F 40 mm dia GI pipe (ISI-Medium) protection (3 Mts. long) to be filled with bitumen partly under the ground level and partly above ground level to an average depth of 3.65 Mts. |
| 26 | WRDD SCHEDULE,Page - 77 / Item - 18Supplying 1 m × 0.6 m × 24 swg MS board containing list of spout wise water users by making numbers of spout as directed by EIC. The board should have base colour - Black and words - White to be fitted and fixed on the wall of the pump house. |
| 27 | Water Purifier Machine Supplying Fitting Fixing Water Purifier Machine toremove theIron,Bacteria,Arsenic and other impurities from the water and also kills bacteria through a UV lamp. The enter power comes from solar energy and there is no battary storage. The solar energy is stored in the form of pure water which will be adequate for two days of backup. (Rate Finalised As per NIQ) |
| 28 | Supply of 1 HP oil fill AC solar submersible pump motor set complete having suitable dischage as per yeld test of well. Submerisble cable of 30mtr 3 core 2.5 sqmm that cable (Finolex) with MOC bar chart (Kriloskar make Pump or approved by MNRE and BIS) (Rate As per Quotation) |
| 29 | GST @ 18 % |
| 30 | CESS @ 1% |
