Irrigation And Public Health Department has published Providing Lis To Village Kathad ( Solar Pump Based ) In Gp Kathad Tehsil Pachhad Distt . Sirmour Hp Supply And Errection Of Submersible Solar Pump Single Stage And C/O Rcc Intake Chamber 4 Nos , C/O Sumpwell 10000 Ltrs Capacity 1No , C/O Rcc Storage . Submission Date for this Tender is 19-05-2020. Solar Pump Tenders in Nahan Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Name of work:- Providing LIS to village Kathad (Solar Pump Based) in GP Kathad Tehsil Pachhad Distt. Sirmour HP (SH:- Supply and errection of submersible Solar pump single stage and C/O RCC intake chamber 4 Nos, C/O Sumpwell 10000 ltrs capacity 1No, C/O RCC Storage tank 100000 ltrs capacity, P/L and jointing of GMS pipes 32mm dia Rising main, distribution system and p/F fencing panel around the Civil Structure). | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Pumping machinery. (Solar pump ) | |||
| 2 | 1.01 | Supply, erection, testing & commissioning of submersible solar pumping set of reputed make LUBI or any other reputed make,conforming to latest relevent BIS code.The pump should be fitted with free flow impellers of bronze /suitable alloy as per BIS 5659 or latest with up to date ammendments suitable for raw/clear water having characteristics as mentioned in item No. 1 A) ,greased packed bearings & shell with wound stator on motor side & with shaft protection sleeve on pump side ensuring better life for shaft conforming to BIS specifications. The pump shall be directly coupled to a submersible squirrel cage electric induction motor of Kirloskar/NGEF/Jyoti / Crompton make conforming to relevent BIS code with up to date ammendments totally dust & water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber chamber & grease packed lubricated bearings & provided with stainless steel thrust bearing plate to withstand non vertical loads with minimum wear & tear. It should also be fitted with a device to take up expansion of water with the heating of motor.It includes P/F of Auto control panel with push button star delta starter for submersible pumps of L&T and reputed make fabricated with M.S sheet and Angle stand duly painted and complete with internal wiring ,comprising of main switch of suitable Amp. T.P. Volt meter, ammeter,hour run meter, phase indicating lamps with GSM based , Remote start/stop operation call/SMS for feedback regarding running of pumps & breakdown message, timer scheduling for fixed hours in a day,Inbuilt protection against overload/undervoltage,Dry run,single phase preventor,Inbuilt GPS tracker,phase reversal configurable volt/current limits with a facility to access the system through minimum 10 Nos. authenticated mobile Nos. complete in all respect, including entire carriage of materials upto all leads and lifts,installation and testing at site with entire satisfaction of Engineer-in-charge. The pump set should include water level guard, errection clamps, cable clips & depth gauge etc. & suitable for operation on data given below from (a) to (d) :- Total Head:- 253.50 mtrs, Capacity:- 0.638 LPS, Length of R/main:- 750 mtrs, Dia of R/main:- 32mm, HP:- 1x5 HP=5HP | 1 | Per Set | |
| 3 | 2 | Providing and fixing Solar Panel support structure, including all leads,lifts and carriage of material at site and as directed by the Engineer Incharge. | 1 | Each | |
| 4 | 3 | Transporation / installation and commissioning including cables and other accessories , including all leads,lifts and carriage of material at site and as directed by the Engineer Incharge. | 1 | Each | |
| 5 | 4 | CIVIL WORKS. | |||
| 6 | 4.01 | Excavation in foundation & plinth in earth work in all kinds of soil containing spade work, blasting work, jumper work including decomposed soft and hard rock etc. with all lifts stacking the excavated soil not mote than 3 m trs clear from the edge of the excavation and then returning the stacked soil in 15cm layer when required into plinth side of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth with in all leads, lifts complete in all respects and as directed by the Engineer Incharge. | 151.2 | Per cum | |
| 7 | 5 | Providing and laying cement concrete 1:4:8 (1cement:4app.sand:8app. graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all height and depth including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. | 8.06 | Per cum | |
| 8 | 6 | Providing and laying cement concrete 1:6:12 (1cement:6app.sand:12app. graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all height and depth including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. | 1.38 | Per cum | |
| 9 | 7 | Providing and laying cement concrete 1:1 ½:3(1cement:1½app.sand:3app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.. | 13.6 | Per cum | |
| 10 | 8 | Providing and laying cement concrete 1:1 ½:3(1cement:1½app.sand:3app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforced for reinfoece concrete work in wall(any thickness not less than 0.1m thickness) attahced pillaster buttresses, plinth and string courses etc. from top of foundation level upto floor two level,including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.. | 20.54 | Per cum | |
| 11 | 9 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30X30X5mm . So as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in, including all leads, lifts for insitu-reinforced concrete and plain concrete work in, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. | |||
| 12 | 9.01 | a)Flat surface such as soffits of suspended floors, roofs,landings and the like floors etc.in all thickness. | 40 | Per sqmtr | |
| 13 | 9.02 | b)Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses,plinth and string sources and the like. | 192.5 | Per sqmtr | |
| 14 | 9.03 | c)Edges of slab and breaks in floors and walls under 200 cm wide. | 31.11 | Per sqmtr | |
| 15 | 10 | Providing and laying reinforced cement concrete work 1:2:4(1cement:2 pp.sand: 4app.graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for RCC work in suspended floors roofs, landings shelves and their supports balconies beams,girders bressumers and cantilevers upto floor two level in all height and depth, including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. | 6.14 | Per cum | |
| 16 | 11 | Providing and laying of tor steel reinforcement for RCC work including banding, binding and placing in polsition complete upto floor two lelvel including all leads, and carriage of material at site and as directed by the Engineer Incharge.including cost of binding wires. | 3222.24 | Per Kg | |
| 17 | 12 | Supplying and fixing of MS (man holes cover )with locking arrangement for frame of internal dimension 455x610 mm rectangular MS cover ( light duty) single seat the weight of cover to be not less 23 KG, (weight more than 23 kg will not be paid. Weight less than 23 Kg will not be accepted) including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. | 3 | Each | |
| 18 | 13 | Fixing G.I. pipe for scour pipe, outlet pipe 50mm dia (light grade) tube fitting (earth work to be measured and paid for seperately) including all leads, lifts and carriage of material at site and as directed by tbe Engineer Incharge. | |||
| 19 | 13.01 | GMS pipe 50mm dia (L)……LABOUR RATE | 60 | Per Rmt | |
| 20 | 14 | Steel work welded in built up sections , trusses and framed work including cutting, hoisting, fixing in position and applying and priming coat of red lead paint in gratings, framed guard bars, ladders, railings , brackets and similar work. including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. | 1.19 | Per Qtl | |
| 21 | 15 | Random rubble masonary/polygonal rubble masonary(uncoursed/brought to courses) with hard stone of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12(1cement :6sand:12 graded stone aggregate 20mm nominal size) at plinth level, in cement mortar 1: 6 (1 cement: 6sand) including all leads and lifts and carriage of material at site and as directed by the Engineer Incharge. | 0.15 | Per cum | |
| 22 | 16 | 2nd class Brick work using common burnt clay building brick in foundation and plinth including racking out joints in cement mortar 1:6 (1cement :6sand ) including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. | 1.44 | Per cum | |
| 23 | 17 | 2nd class Brick work using common burnt clay building brick in super structure in cement mortar 1:6 (1cement :6sand ) including all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. | 2.83 | Per cum | |
| 24 | 18 | 15mm cement plaster in single coat on rough side of brick /stone masonary for interior plastering upto floor two level including arrises, internal rounded angles,chamfers and/or rounded angles not exceeding 80-mm in girth and finished even and smooth in cement mortar 1:3 (1cement:3app.sand) including all leads,lifts and carriage of material at site and as directed by the Engineer Incharge. | 107.97 | Per sqmtr | |
| 25 | 19 | Manufacturing and supplying of fencing pannel of size 1.20x1.80mtrs of jali 25x25mm welded to M.S. black tube of 32mm dia of 14 gauge mm thick with M.S. flats 20x3mm welded all around the pipe pannel 2 Nos on both side aned providing hold fast 7 Nos of MS flat of 32x3mm thickness having consisting of tee of size 15x15mm tee acting as hole fast including cutting , welding , painting wiht red oxidse paint complete in all respect as per the entire satisfaction of the Engineer Incharge. | 35 | Each | |
| 26 | 20 | Excavation in drains and channels etc.in earth work in all kinds of soil such as Kankar Moorum,Shingles, Conglomerate saturated soil decomposed or soft rock & hard rock by blasting including dressing of sides and beds,disposing of excavated earth with all leads, lifts disposed earth to be levelled and neatly dressed and returning the stacked soil into foundation and trenches etc. including ramming and consolidating the same whereever required with all leads, lifts and including jungle clearance and as per the direction of the Engineer Incharge. | 361.59 | Per cum | |
| 27 | 21 | Laying, jointing , testing & commissioning at site in trenches following plain ended GMS pipes of 32 mm diameter of Heavy Grade as under confirming to BIS 1239-(Part-1)-1990 or latest with up to date ammendments, capable of withstanding required test pressure as prescribed in BIS code, in random lengths of 5.5 to 6.5 mtr. The pipe's ends shall be bevelled suitable for butt weld, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable (leak proof) in three layers at site of work with welding rods of standard make & all allied accessories whatever required for welding at site, tail pieces, tees, bends manufactured from parent pipes etc. and cutting of pipes wherever required as per site requirement i/c carriage in all leads & lifts as directed by Engineer-Incharge (Earth work shall be measured & paid for separately). | |||
| 28 | 21.01 | RD 0 to 750 , GI pipe 32mm dia (High grade ) | 750 | Per Rmt | |
| 29 | 22 | Providing, welding and fixing M.S. plate flanges of various dia. (nominal bore) of following Flange Tables confirming to IS 6392-1971 or latest with up to date ammendments to GI pipes after every 90 metres or as per site requirement including cutting of pipes wherever required, welding in three layers (leak proof) confirming to specifications as prescribed in relvent I.S. Code i.e. IS 816-1969 or latest as applicable with up to date ammendments with nuts, bolts & washers & specials etc. confirming to IS-1963 or latest with up to date ammendments including packing sheet i.e. asbestos fibre sheet minimum 3mm thick and painting with anticorosive paints complete in all respect i/c all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. | |||
| 30 | 22.01 | Sr.No. R.Ds Nominal Dia length (in Mtrs) | |||
| 31 | 22.02 | From To | |||
| 32 | 22.03 | 1 0 - 270 32 mm 270 mtrs | 3 | Each | |
| 33 | 22.04 | 2 270 - 630 32 mm 360 mtrs | 4 | Each | |
| 34 | 22.05 | 3 630 - 750 32 mm 120 mtrs | 1 | Each | |
| 35 | 23 | Laying,jointing,testing & commissioning in trenches following dia socketted galvanised mild steel tube of various dia of light grade as under confirming to BIS 1239-(Part-1)-1990 or latest with up to date ammendments, capable of with standing required test pressure as BIS code, in random lengths of 5.5 to 6.5 mtr.The pipe ends shall be socketted,Tees & bends shall be manufactured from parent pipe etc and cutting of pipes whereever required as per stie requirement as per site conditions i/c carriage in all leads & lifts and as directed by Engineer-Incharge.(Earth work shall be measured paid for separately). | |||
| 36 | 23.01 | 20mm dia nominal dia ( Labour rate ) | 1280 | Per Rmt | |
| 37 | 24 | Providing and fixing of Brass full way valve with wheel of approved make and relevent ISS complete in all respects including of all leads, lifts and carriage of material at site and as directed by the Engineer Incharge. | |||
| 38 | 24.01 | 20mm dia | 4 | Each |
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