Irrigation And Public Health Department has published Tender For Lower Water Supply Scheme Guthan Stage . Ii To Vill . Boha In G . P . Kalind Tehsil Theog , Distt . Shimla . Hp Construction Of Shed For Pumping Machinery At 2Nd Stage , Prov . Laying Of Rising Main 40Mm Dia , C/O Main Storage Tank Of 50. Submission Date for this Tender is 08-06-2020. Tanks and Cylinders Tenders in Shimla Himachal Pradesh. Bidders can get complete Tender details and download the document.
| Name of work:- LWSS Guthan Stage.II to vill. Boha in G.P.Kalind Tehsil Theog, Distt.Shimla.HP.(SH:-C/O shed for pumping machinery at 2nd stage, Prov. laying of Rising main 40mm dia, C/O Main storage tank of 5000 ltrs. cap. S/E of pumping machinery with automation and laying and jointing of G.I.Pipe of varius dia in distribution system). | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Steel work welded in built up sections, trusses and framed work including cutting hoisting, fixing in position and applying a priming coat of red lead paint with in all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge. a)In beams, joists, channels, angles, tes, flats with connection plates or angle cleets as in main and cross beams, hip and jack rafters, purlins connected to common rafters and the like. | 379.49 | Kg. | |
| 2 | 2 | Providing corrugated G.I.sheet roofing fixed with galvanised iron 'J' otr 'L' hooks bolts and nuts 8mm dia meter with bitumen and G.I. limpet washers or with G.I.limpet washers filled with white read complete excluding the cost of purlins rafters and trusses complete in all respect.i)0.63mm thick sheet. | 31.185 | Sqmt. | |
| 3 | 3 | Providing and fixing oxidized M.S.sliding door bolt with nuts and screws etc.complete in all respect i/c all leads and lifts and as per direction of Engineer-in-charge. | |||
| 4 | 3.01 | a) 250x 16mm. | 2 | Each. | |
| 5 | 4 | Prov. and fixing lock system complete in all respect. | 1 | Each. | |
| 6 | 5 | Cutting in earth work in all kinds of soil such as pick work, jumper work, blasting work and chiselling work etc. and disposal of excavated earth as directed within all leads and lifts. | 2.12 | Cum. | |
| 7 | 6 | Excavation in foundation, trenches,etc. in earth work in all kinds of soil such as pick work,jumper work,blasting work, hard blasting and chiselling etc. stacking the excavated soil not more than 3 mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinths sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts. | 44.54 | Cum. | |
| 8 | 7 | Excavation in drains and channels etc. in earth work for pipes upto all depth in all classification of earth work such as pick work, jumper work, saturated soil i/c balling or pumping out water , blasting soft /hard rock or chiseling soft/ hard rock where blasting is prohibited in all lifts including jungle clearance wherever required, trimming and dressing of sides ,levelling of beds to correct grade including shoring /struting ,planking ,timbering and dewatering wherever required stacking the useable /unusable material/soil seperately and after laying,jointing and testing of pipes ,returning the useable soil in treches in 15 cm layers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of un-metalled surfaces to its orginal condition and including cost of diversion for traffic, night signals,fixing caution boards,crossing over trenches for access to houses, fencing etc. complete in all respect whithin all leads and lifts as per direction of the Engineer-in-charge. | 1419.3 | Cum. | |
| 9 | 8 | Prov. and laying cement concrete 1:4:8 (1cement:4sand:8graded stone agg. 40 mm nominal size) and curing complete excluding cost of form work i/c all leads and lifts and to the entire satisfaction of the Engineer-in-charge in :-a) Foundation and plinth. | 1.66 | Cum. | |
| 10 | 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 , strutting and propping etc. with wooden, battens, and ballies, height of propping and centring below supporting floor to ceiling not exceeding 3 mtrs.and removal of the same for insitu reinforced concrete and plain concrete work in complete in all respect i/c all leads and lifts and to the entire satisfaction of the Engineer-in-charge. | |||
| 11 | 9.01 | a)Foundation footings bases of columns etc. and the like and mass concrete.` | 1.63 | Sqmt. | |
| 12 | 9.02 | b) Flat surfaces such as soffits of suspended floors,roofs, landings, and the like:-i)Floors etc. upto 200mm in thickness. | 3.33 | Sqmt. | |
| 13 | 9.03 | c) Vertical surfaces such as circular walls (any thickness) ,partitions and the like including attached pillasters,buttresses, plinth and string courses and the like. | 24.98 | Sqmt. | |
| 14 | 9.04 | d) Edges of slabs and breaks in floor and wll:- Under 20cm wide. | 7.41 | Rmt. | |
| 15 | 10 | Prov. and laying cement concrete work 1:1 1/2: 3(1cement:1 1/2 sand:3 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work i/c all leads and lifts complete in all respect.:- a) Foundation and plinth. | 1.565 | Cum. | |
| 16 | 10.01 | b) Walls (any thickness but not less than 0.1m thickness) attached pillasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level. | 1.87 | Cum. | |
| 17 | 11 | Providing and laying cement concrete work 1:2:4(1cement:2sand:4 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge:- | |||
| 18 | 11.01 | a)Suspended floors, roofs, landings,shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor two level as per direction of Engineer-in-charge. | 0.42 | Cum. | |
| 19 | 12 | Prov. Mild steel/Tor steel reinforced for RCC work including bending, binding and placing in position complete upto floor two level i/c all leads and lifts complete in all respect. :-a) Tor steel. | 328 | Kg. | |
| 20 | 13 | Prov. in RCC work smooth finishing of the exposed surfaces with cement mortar 1:3 (1cement:3sand). | 7.19 | Sqmt. | |
| 21 | 14 | Supplying Cast iron cover without frame for main hole (For frames of 500mm internal diameter C.I.Cover (Medium duty) the weight of cover to be not less than 58 kg). | 1 | Each. | |
| 22 | 15 | Prov. 200mm wide cast iron rungs with chequered or ribbed non slip surface including fixing in manholes with 200mmx 200mmx 100mm cement concrete 1:3:6 (1cement: 3sand: 6graded stone agg. 20mm nominal size). | 6 | Each. | |
| 23 | 16 | Prov. Laying jointing, testing & commissioning at site in trenches bevelled ended BIS marked GI pipe (Heavy Class) confirming to relevent codes IS-1239- 2004 & specification its equivalent latest with up to date ammendments of following dia wall thickness & per Rmt weight as mentioned below & 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 welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable with up to date ammendments (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 & other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions. and cutting of pipes wherever required as per site requirement i/c carriage in all leads & lifts and as directed by Engineer-Incharge. The laying shall confirm to BIS 5822-1970 or latest with up to date ammendments to the entire satisfaction of Engineer-In-charge (Earth work & cost of MS flanges after 100 meter length shall be measured & paid for seperately). | |||
| 24 | 16.01 | 40mm dia Flange table.17. | 870 | Rmt. | |
| 25 | 17 | Providing fixing and jointing of M.S.flanges conforming to IS-6392-1971 (latest with upto date ammendment) flange dia, table and nominal pressure as specified below welded at both ends of pipes (as per site condition for particular reach as required) according to relevant BIS Code 816-1962 and provided with nuts and bolts of required size as per BIS code 1364 including 3mm thick compressed asbestos fiber gasket of synthetic rubber gasket conforming to relevant BIS code 2712-1965 complete in all respect including all leads and lifts. | |||
| 26 | 17.01 | 40mm dia Table.17 | 9 | Each. | |
| 27 | 18 | Prov.Laying and jointing in trenches,galvanised mild steel tubes(Light grade)i/c tube fittings such as Tee, elbow, union & nipple.(earth work in trenches to be measured and paid for separately)i/c all leads and lifts and as per direction of Engineer-in-charge complete in all respect.Labour rate only. | |||
| 28 | 18.01 | 15mm dia.nominal bore. | 680 | Rmt. | |
| 29 | 18.02 | 20mm dia.nominal bore. | 1430 | Rmt. | |
| 30 | 18.03 | 40mm dia.nominal bore. | 6 | Rmt. | |
| 31 | 19 | Prov. and fixing wheel valve of various diameter in superior quality complete in all respect i/c all leads and lifts and as per direction of Engineer-in-charge. | |||
| 32 | 19.01 | 15mm dia nominal bore. | 8 | Each. | |
| 33 | 19.02 | 20mm dia nominal bore. | 7 | Each. | |
| 34 | 19.03 | 40mm dia nominal bore. | 1 | Each. | |
| 35 | 20 | Prov. Installation of submersible pumping set of reputed make such as KSB/Calama/SU/BS Kirloskar/Johnston conforming to latest relevent BIS. The pump should be fitted with free the impellers of suitable alloys as per BIS 5659-1978 with upto date ammendment suitable for raw/clear water having greased packedbearing and shall with would stator on motor side and with shaft protection specification of pump side ensuring better life for shaft conforming to BIS specification. The pump shall be directly coupled to submersible squirrel cage electric induction motor of kirloskar/NGEF/Jyoti/Crompton make conforming to BIS-9283-1979 with upto date ammendments totally dust and water proof for submersible pump duty isolated implated from the pump by intermediate casing with double mechanical seal in oil chamber and greast certificate to be attached packed bearing and provided with stainless steel thrust bearing plate to with stand non vertical loads performance with minimum wear and tear it should also be fitted with a device to make up expa of water with heating of motor. The pump set should include water level guard i/c cable errection clamps cable clips and deptt. Gauge etc. and suitable for operation on date given below. The power of motor should be atleast 10% in excess of the maximum power required by the pump in operator range of (+)10%(-) 25% of D.P.load. 2 sets of 5HP each.= 10HP | |||
| 36 | 20.01 | (I) Discharge (Q:- 0.32 LPS.(ii) Total Dynamic Head:-207.23 Meters.(a) LWL in sump well(h) : - Meters.(b)_ Shaft level :- Meters. © Level at discharge point : Meters.(d) Suction lift :- .(e) Residual head:-3.00 Meters.(f) Static head:- 200.00 Meters.(iii) Rising main(a) Length. 870 Rmt. Dia :- 40 mm.(iv) Pumping hours. 8 hours.(v) Altitude of Installation above MSL - Meters.(vi) Characteristics of water(a) Temperature oC(b)Abient Temperature oC© Turbidity:- (d) Alkalanity: . e) Size of the solids.....mm (f) Others:- Pumps Specifications: i)Make:- . (ii) Model :- (iii) No.of stages Stages .(iv)Material manufactures certificate to be appended (I) Head(H):- mtrs. (ii)Discharge(Q) LPS.(iii)BHP absorbed HP (iv)Efficiency(n):- . (v) NPSH(K) ( | 2 | Per Set | |
| 37 | 20.02 | b) Motors Specification:- I) Make:- .ii) Model:- iii) Motor rating (KW ) .iv) Speed.: (RPM). .(v) Insulation. | 2 | Each. | |
| 38 | 20.03 | © Coupling | 2 | Each. | |
| 39 | 20.04 | [(d) Base Plate] | 2 | Each. | |
| 40 | 21 | Controller for Automatic motor and pump control meeting the protection and control criteria enclosed at Annexure.II | 2 | Each. | |
| 41 | 22 | Automatic Star Delta starter of appropriate rating for motor specified in Annexure I for the purpose of controlled starting and stopping of the pump, meeting the protection and control criteria enclosed at Annexure.II with display indicator for mains ON-OFF. | 2 | Each. | |
| 42 | 23 | Float type two point low/high level monitoring system of water supply tank ( Sump well) integrated with the Controller in Sr. No. 21 and starter in Sr. No. 22 for dry run protection and automatic pump control. | 2 | Each. | |
| 43 | 24 | Single Phase preventor to protect phase loss, phase reversal meeting the protection and control criteria enclosed at Annexure.II | 2 | Each. | |
| 44 | 25 | Motor Protection Circuit Breaker for 3 phase, short circuit protection, motor overload protection and motor disconnect function meeting the protection and control criteria enclosed at Annexure.II | 2 | Each. | |
| 45 | 26 | Digital VAF Meter to display Voltage, Ampere and Frequency for AC supply of appropriate capacity suitable for the above specified motor in Annexure I | 2 | Each. | |
| 46 | 27 | Lightning arrester with high-voltage terminal and a ground terminal to protect the insulation and conductors of the system from the damaging effects of lightning. | 2 | Each. | |
| 47 | 28 | Rust free powder coated Control panel suitable for housing all the above listed electrical and electronics components. | 1 | Job. | |
| 48 | 29 | Wiring of all the above equipment complete in all respect inside the control panel and to the external AC supply unit and the motor with PVC cable of appropriate rating including GI earthing if required. | 1 | Job. | |
| 49 | 30 | Erection, commissioning and testing of all the above equipment as per site requirements and direction of Engineer-in-charge complete in all respect. | 1 | Job. | |
| 50 | 31 | AMC for one year after expiry of warranty period. | 1 | Job. |
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