Water Resources and Irrigation Government Departments Closing in 9 days TDR #57955832

Tender For Providing Lwss (Lift Water Supply Scheme) From Bedar Nallah To Village Dharonk, Bhog, Bedar & Its Surrounding Areas In G.P Prem Nagar Tehsil Kotkhai Distt. Shimla (H.P) (Sh: Site Development, Construction Of Intake = 1 No., Reinforced Ceme

Issued by Government Departments · Shimla, Himachal Pradesh
Tender Value
1.43 Crore
Estimated cost
Bid Submission
19 Oct 2026
9 days left
EMD
2.18 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Shimla → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Providing Lwss (Lift Water Supply Scheme) From Bedar Nallah To Village Dharonk, Bhog, Bedar & Its Surrounding Areas In G.P Prem Nagar Tehsil Kotkhai Distt. Shimla (H.P) (Sh: Site Development, Construction Of Intake = 1 No., Reinforced Cement Concrete Sedimentation Tank Of 15000 Ltrs Cap. = 1 No., Reinforced Cement Concrete Filter Bed (Slow Sand Filter) Of 30.00 Sqm. = 2 Nos., Reinforced Cement Concrete Sump Well Of 55000 Ltrs Cap.= 1 No., Reinforced Cement Concrete Delivery Tank Of 55000 Ltrs Cap. = 1 No., Reinforced Cement Concrete Storage Tank Of 15000 Ltrs. Cap. = 1 No., & 10000 Ltrs Cap. = 1 No., Pump House = 1 No., Attendent Room = 1 No., Laying, Jointing And Testing Of Rising Main Of 65 Mm Dia = 2200 Rmt., Construction Of Anchor Blocks For Support Of R/Main, Supplying And Errection Of Pumping Machinery & Laying, Jointing And Testing Of G.I Pipes Of Various Diameter For Distribution System, Construction Of Plum Concrete Retaining Wall = 15 Mtr Long In Front Side Of Pump House Stage 1St, Random Rubble Masonry Wall = 12 Mtr Long In Back Side Of Pump House At Stage 1St, Providing And Fixing Of Fencing Around The Pump House And Attandent Quarter, Supplying And Installation Of Automation System For Pumping Machinery= 2 Sets., Providing And Fixing Of Electrical Installation For Pump House And Attandent Quarter). (Estimated Cost:- Rs. 1,43,69,231/- Only, E/Money: Rs. 2,18,700/- Only Time: 1 Year).

BOQ

Name of Work:- Providing LWSS (Lift water supply scheme) from Bedar Nallah to village Dharonk, Bhog, Bedar & its surrounding areas in G.P Prem Nagar Tehsil Kotkhai Distt. Shimla (H.P) (SH: Site development, Construction of intake = 1 No., RCC Sedimentation tank of 15000 ltrs cap. = 1 No., RCC filter bed (Slow sand filter) of 30.00 sqm. = 2 Nos., RCC Sump well of 55000 ltrs cap.= 1 No., RCC Delivery tank of 55000 ltrs cap. = 1 No., RCC storage tank of 15000 ltrs. Cap. = 1 No., & 10000 ltrs cap. = 1 No., Pump house = 1 No., Attendent Room = 1 No., Laying, jointing and testing of Rising main of 65 mm dia = 2200 Rmt., Construction of anchor blocks for support of R/main, supplying and errection of pumping machinery & laying, jointing and testing of G.I pipes of various diameter for distribution system, Construction of plum concrete retaining wall = 15 Mtr long in front side of pump house stage 1st, Random rubble masonry wall = 12 Mtr long in back side of pump house at stage 1st, providing and fixing of fencing around the pump house and attandent quarter, supplying and installation of automation system for pumping machinery= 2 sets., providing and fixing of electrical installation for pump house and attandent quarter). (Estimated Cost:- Rs. 1,43,69,231/- only, E/Money: Rs. 2,18,700/- only Time: 1 Year).
Sl. No. Item Description
1Cutting in earth work and disposal of excavated earth up to a lead of 20 mtr. With in all leads and lifts as per the direction of the Engineer- in- charge.
2Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge.
3Providing and laying cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm( Forty millimeter nominal size) and curing complete excluding cost of from work in foundation and plinth with in all leads & lifts as per entire satisfication of Engineer-in-Charge.
4Providing and laying cement concrete 1:1.5:3 (1cement :1.5Sand: 3 graded stone aggregate 20 mm N/S) and curing complete excluding cost of form work and reinforcement for Rainforced concrete work in:-
5Foundation and Plinth with in all leads and lifts as per the direction of the Engineer in Charge.
6Walls (Any thickness) attached pillasters, pillasters, buttresses, beam girder and contilevers upto floor two level with in all leads and lifts as per the direction of the Engineer in Charge.
7Column, pillar & post upto floor two level with in all leads & lifts as per direction of Engineer - in charge.
8Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever up to floor two level with in all leads and lifts as per the direction of the Engineer - in - Charge.
9Providing and laying (porus) No fine cincrete 1:4 (1 cement: 4 graded stone agg. 40mm) and above and curing complete with weep holes or porus etc. with in all leads & lifts as per the entire satisfaction & direction of the Engineer Incharge.
10Providing from work steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooded battens & ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removal of the same for in situ reinforced concrete and plain concrete work with in all leads aand lifts as per the direction of the Engineer in Charge.
11Flat surfaces such as soffits and suspended floors, roofs landing and the like: Floors etc up to 200 mm in thickness with in all leads aand lifts as per the direction of the Engineer in Charge.
12Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like with in all leads aand lifts as per the direction of the Engineer in Charge.
13Foundation and Plinth with in all leads and lifts as per the direction of the Engineer in Charge.
14Column, pillar & post upto floor two level with in all leads & lifts as per direction of Engineer - in charge.
15Beams, cantilevers, Girders & lintels sides and siffits of beams, hounching cantilever girder not exceeding 1 mtr. Depth.
16Providing and laying cement concrete 1:2:4 (1cement :2 Sand: 4 graded stone aggregate 20 mm (Twenty millimeter nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in :
17Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever up to floor two level with in all leads and lifts as per the direction of the Engineer - in - Charge.
18Foundation and Plinth with in all leads and lifts as per the direction of the Engineer in Charge.
19Column, pillar & post upto floor two level with in all leads & lifts as per direction of Engineer - in charge.
20Providing and fixing of mild steel/ tor steel reinfircement for rainforced concrete work I/C bending, binding and placing in position complete upto floor two level with in all leads and lifts as per the direction of the Engineer in Charge.
21Providing and placing horizontal layers filtering media duly graded screened washed and cleaned as specified by the Engineer Incharge with in all leads and lifts.
22Bottom Layer: Broken stone 50mm to 75mm
23Forth Layer: Bajri 20mm to 25mm
24Third layer: Bajri 6mm to 20mm
25Second layer: Course sand 3mm to 6mm
26Top layer: Fine sand (Effective size 0.20mm to 0.40mm and uniformity 3.00).
27Providing and fixing MS Sheet Man hole cover with locking arrangement including lock, nuts & bolts & other fittings complete with in all leads & lifts as per the entire satisfaction & direction of the Engineer Incharge.
28Laying and jointing GMS pipes (light grade) of various dia meter for inlet, outlet and scour pipe including all leads and lifts and carriage of material at site and as per directio of Engineer in Charge.
2950 mm nominal dia.
30Providing and supplying of Cast iron Sluice valve of following sizes Karta/ BIR/ Kirloskar make ISI marked and capable of with standing the normal pressure as per IS: 14846-2000 class PN-1 brass stel spindle complete with accessories in all repest with Table-17 MS flanges and to the entire satisfaction of Engineer-in-charge with in all lead and lifts.
3150mm nominal size.
32Steel work welded in built up sections, trusses and framed work including cutting, hoisting and fixing in position and applying a priming coat of red lead paint in gratings, framed guard, bars, ladders, railing, brackets and similar work complete in all respect as per direction of Engineer-in-Charge with in all leads and lifts.
33Half brick masonry using common burnt clay building bricks in foundation and plinth in :- Cement Mortar 1:4 (1:cement: 4 Sand) 2nd class bricks with in all leads and lifts as per the directions of the Engineer in charge.
34Providing & fixing panelled glazed or panelled & glazed shutters for doors windows and clerestory windows including black enamelled iron butt hinges with necessary screws in 2nd class deodar wood (40 mm thick)with all accessories as per direction of Engineer-in-Charge with in all leads and lifts.
35P/F wire gauge shutters using galvanised M.S. wire gauge of I.S. gauge designation 85G. with wire of dia 0.56mm for doors, windows with in all leads and lifts and entire satisfection of Engineer in Charge.
3615 mm thick cement plaster in single coat on fair sides of brick/concrete/ stone walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth and finished even smooth in cm 1:4 (1cement: 4sand) within all leads and lifts and as directed by the Engineer-in-charge.
3720 mm thick cement plaster in single coat on fair sides of brick/concrete/ stone walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth and finished even smooth in cm 1:4 (1cement: 4sand) within all leads and lifts and as directed by the Engineer-in-charge.
38White washing with lime on undecorated wall surfaces two coats to give an even shade including throughly brooming the surface to remove all dirt dust mortar dirt and other foreign matter.
39Distempering (two coats) with oil bound washable distemper of approved brand and manufacture and of required shade for interior painting on undecorated wall surfaces to give an even shade over and including a priming coat with distemper primer of approved brand and manufacture after thoroughly brushing the surface to remove all dirt, dust and other foreign matter etc. on interior walls of Plant buildings of STP Zone 2 and Zone 3 complete in all respect as per direction of Engineer-in-Charge with in all leads and lifts.
40Finishing wall with water proofing cement paint of approved brand and manufacture and of requried shade on decorated wall surfaces (two coats) to give an evenshade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials complete in all respect within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge.
41Applying priming coat of approved make over new wood and wood based surfaces after and including prepering the surface by thoroughly cleaning oil,grease,dirt and other foreign matters sand papering and knotting complete in all respect within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge.
42Painting (Two coat)on previousaly painted wood and wood based surface with enamel paint to give &even shade including cleaning of all dirt &dust and other foregin matter sand papering& stopping with an paint other than white.
43Stone soling properly hand packed filling interstices with spalls and consolidating with power road roller to the required gradient and camber including spreading watering and rolling of binding materials moorum or earth etc. 100mm spread thickness (finished work including materials and labour) within all leads and lifts an da directed by the Engineer-in-charge.
44Providing & fixing MS Sliding Door Bolts with necessary screws complete. (300x16mm)
45Providing & fixing M.S. Tower bolts (Barrel type) with in all leads and lifts.
46200mm x 10mm.
47150mm x 10mm.
48Providing & fixing MS Handle with necessary screws complete.
49125 mm.
50100 mm.
51Providing 40x3 mm flat iron hold fast 10cm. Long including fixing to frame with 10mm dia metres bolts, nuts and wooden plug and embedding in cement concrete block 30x/0x15cm. 1:3:6/ Icement: 3sand: 6 graded stone agg. 20mm nominal size) within all leads and lifts and as directed by the Engineer-in-charge.
52Providing plinth protection 50mm thick in cement concrete 1:3:6 (1: cement: 3 sand: 6 graded stone aggregate 20mm N/S) with in all leads and lifts and entire satisfection of Engineer in Charge.
53Supplying of various material for pump house.
54Tool kit for pump house (24 items) with all accessories etc.
55Insulation mate (6' x 4') bearing puller, insulation gloves & grease gun 1 No. each for pump house.
56Steel chairs, poly table & stool 1 No. each for pump house.
57Providing and fixing of Finolex pipe 50mm dia. In R/Wall including all re-fitting i/e elbowa, sockets etc. with in all leads aand lifts as per the direction of the Engineer in Charge.
58Providing and fixing 12mm thick antiskid water proof stain and impect resitent resistent heavy duty Ceremic tiles Nico or equivalent 600x600mm /2mm manufactured or approved shade and colour in flooring and landings laid over (12mm thick cement mortar 1:3)(ICement: 3Sand)jointed with cement slurry mixed with pigment to match the shade of tiles as required complete within all leads and lifts and as directed by the Engineer-in- charge.
59Providing and fixing 0.60mm thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RN) organic coating of 20 microns over 5 microns primer coating to back coat of polyster of microns over 5 microns primer coating i/c fixing with prepainted iron Jor L hooks, bolts and nuts 6mm dia metre with prepainted limpet and rubber washers complete with all accesories as required as per the direction of Engineer-in-charge.
60Providing and fixing ridges or hips 60cm overall with 0.60mm thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RN) organic coating of 20 microns over 5 microns primer coating to hack coat of polyster of microns over 5 microns primer coating i/c fixing with prepainted iron J or L. hooks, bolts and nuts 6mm dia metre with prepainted limpet and rubber washers complete with all accesories as required as per the direction of Engineer-in-charge.
61Providing and fixing prepainted steel sheet ceiling with 0.30mm thick in panets of steel channels base frame in ceiling with screws complete (steel channels base frame to be measured and paid for separately
62Providing and laying heavy duty precast cement conrete inter locking precast cement conrete inter locking paver blocks vibro compacted upto M-50 grade t/c border or kurb block grey or coloured over sub-base of concrete with 25mm thick average thickness of cement mortar 1:4 (1 cement: 4 sand) laid over and jointed with neat cement shurry mixed with pigment to match the shade of blocks ic curing rubbing & polishing complete (Sub base concrete floor to be paid for 60mm thick inter locking blocks
63Providing wood work in frames of doors, windows, clerestory windows and other frames wrought, framed and fixed in position of 2nd class deodar wood with in all leads and lifts and entire satisfection of Engineer in Charge.
64Laying jointing and testing of GMS pipe conforming to IS 1239-1991(part-I) of various thickness as mentioned and grade designation with bevelled edge and capable of withstanding required testing pressure in random length of 5.5-65 meters i/c testing and commissioning and cost of jointing with buttwelding as per revant BIS specification ( leak proof) including cost of bends tail pieces, tees reducers increasers etc. as per site requirement and as per directio of the Engineer-in-charge, earth work in trencher to be measured and paid for separately i/c all leads lifts and carriage of materials at site.
65G.I (Heavy Class) 65mm dia Wall thickness 4.50mm
66G.I (Medium Class) 65mm dia Wall thickness 4.50mm
67Providing, 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 ERW after 100 mtr. pipe or as per site requirement including cutting of 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 with electrode as per IS: 814-1991 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 in all leads, lifts and carriage of material at site and as directed by the Engineer Incharge.
6865 mm dia Table No. 28
6965 mm dia Table No. 5
70Pumping Machinery:Providing installation commissioing & testing of horizontal spindle, horzontal/redial split casing/end suction (back full out arrangement) single /double/multistage Centrifugal pumps, in series/ parrel of recommended make such as Mather and Platt/KSB/Beacon weir/Jyoti (Asea Broven LTD) as per BIS 1520-1980 with uptodate amendments, read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characterstics with cromption impeller, proming funnels,casing ring and shaft sleves of bronze shaft of suitable casing coupled directly through a flexible Cast steel/base plate(base plate to be from the manufacture of the pumping unit only) to slipring/squirrel cage screen protected drip proof induction motor/motors of standred make such as Kirloskar/BHELL/Crompton/ NGEF/GEC/Siemens/Jyoti of 2900 RPM and suitable for operation on 400(+/-) 5% volts 50 cycles/second 3phase AC electric supply able for operation second 3 phase AC electric supply.The power of electric motor/motors should at least +10% in excess of the maxium power required by the pump/pumps in the operation range of (+)10% and (-)25% of the duty point head.The motor/motors as per IS:325-1978 with up to date ammendments read with IS:900-1972, The strating current of motor shall be limited.It should include cost of painting etc.and should meet the following requirements.(a) Pumps:Specification 1) make 2) Model 3) No of stages 4) Material (Manufactures certificate to be appended (Performances) i) Total Head(H) ii)Discharge ii)Discharge III) BHP absorbed iv) Efficiency (n) v) NPSH b) Motors i) Make II)Model iii) Motor rating iv)Speed RPM v) InsulationC. Coupling D. Base Plate.
71i) Discharge (Q) 2.82 LPS each pumpii)Total dynamic head 364.96 mtr.a)LWL in sump well(h) 2041. Mtr.b) Shaft level 2040 mtr.c) Level at discharge point 2355 mtr.d) suction lift (+) head mtr.e)Discharge head mtr.f) Static head 315 mtr.iii)Raising maina) Length 2200 mtr.b) Dia in 65 mm.iv)Pumping hours 8 hoursv) Altitude of installation above MSL mtr.vi)Characteristices of water. Clear cold watera) Temperature 0Cb) Ambient temp 0Cc) Turbiduty JTUd) Alkalanitye) Size of the solids NIL mmf) others
72Providing and fixing ICTP main switch with HRC fuses of Kilburn/L&T/Seimen/Standred/Havells make and having capacity 30% extra of the operationl rating/as per IS-4064-1978 with up to date ammendments immediately after the power meter of the HPSEB.ICTP Switch: Make Type Capacity.
73Providing & fixing M.S sheet,steel fabricated floor mounted closed almirah type switch board including angle iron post of suitable height and size ISA 40*40*6, duly painted with steel sheet of 16 guage comprising and capable of mounting the following accessories with all internal connections.Control Pannel: Drawing Layout plan.
74ACB/Oil circuit breaker ofKilburn/L&T/MEI/GEC make and of suitable capacity on incoming feeder with or without intitial oil filling as the case may be with neutral linked under voltage releases as per IS:2516-1985 with upto date ammendents suitable for above motors.ACB/OCB: Make Type Range capacity.
75Earth leakage circuit breaker of recommonded make L&T/MEI/GEC as per IS:2516-1977 with upto date ammendements and of suitable range which should have control box,operating,handle and trip/reset bush button on/off indicators re-indicating off spring condition of the circuit breaker for over current protection. The cicuit should be equipped with magnet thermal release with matallic tape CST, it should be fitted with earth fault for tripping of breaker on occurance of earth fault on off breaker load side and suitable for above motor and the voltage meter relay 3 phase with all protection and usual indicators and electrid siran against single phasing, low voltage,reverse phasing,over loading and phase voltage difference as per IS:3842(latest edition)Voltage Monitor relay: Make Type Range
76100 mm diameter circular dial A.C. supply volt meter of recommended make AE/IMP/Havells of suitable range with slector switches as per IS:4064-1978 with uptodate ammendements.Volt meter : Make Type Range
77Power factor mtr of standard make as per relevent IS code with upto date ammendements.Power factor meter: Make Type
78Frequency mtr of standerd make as per relevent IS code with upto date ammendements.Frequency mtr. Make Type Range.
79Bus bar chamber having three bars of suitable rating for full length equal to the width of the board for three live phases and suitable for induced current, one copper bar of half the rating of full length for netural phase as per IS:8084-1976 and IS:11353-1985 read with BIS-5578-with uptodate ammendments.Bus bar chamber: Make Type Rating.
80ICTPswitches with HRC fuses of Kulburn/L&T/Siemens/Standered/Havells make and of suitable capacity as per IS:4064-1978 with up to date ammendments.ICTP Switches: Make Type Capacity
81Three phase indicator lamps complete with toggie switches for individual motors as per per IS:3452(P_I&II) with up to date ammendements.Three phase Indicator: Make Type Capacity
82100mm dia circular dia A.C supply ammeter of A/E/IMP/Havells make of suitable range with selectors switches and CTS operated as per IS:1248(P-II)1963 with up date ammendements.Ammeter: Type Make Range.
83Capacitor of Mecheil/BHEL/GEC/L&Tmake as per IS2834-1986 with up to date amendements,to raise the power factorat site to 0.95 for direct connection to induction motor individuaily of required KVA rating according to H.P offered including cables as per relevent ISI code(of Siemens/Ciocter/ IEC make0 from busbar chamber to capacitor and also including ICTP switches of appropriate up date ammendements.Capacitor Type Make Range.
84Hours run meter of reputed make.
85P/fixing suitable oil immersed Auto transformer/stater rotor strarter L&T/Siemensmake as per IS:8544-1979 with up to date ammendements for squirrel cage/slip ring motor mounted on panel board with magnetic type over load release and dashpot pot, time lag under voltage release with or with out initial oil filling as the case may be with single phase preventer as per IS:1248(P-V)-1983 with up to date ammendements.Singal phase preventer Make Type
86P/Fixing cast iron flanged/screw type stainer as per IS:4038-1986 with up to date ammendement of Kirlosker/Karter valve Machneil/Kilburn Leader make 65 mm dia.Strainer: Make Type
87Providing/Fixing of cast iron double flanged sluice valve of class-II 65 mm dia of Leader/.Bhel Kirlosker/GIED/Kilburn/Fouress make on suction side as per the relevant IS code.Sluice Valve Make Class Seat Pressure Material
88P/Fixing double flanged cast steel sluice valve of Leader/BHEL/Kirlosker/Kilburn/Kartar valve/Fouress make and of 40 mm dia for the Delivery side of pump and capable of withsdanding the normal sheet pressure as per IS:780-1984 with up to date ammendements class ASA to be mentioned by the firm.Sluice Valve Make Class Seat Pressure Material
89P/F double flanged Swing type cast iron reflux valve of Leader/ BHEL/Kirlosker/ Kilburn/GLED/Kartar valve/Fouress make and of 40 mm dia having bypass arrangements on the delivery side of the pump and capable of with standing the normal sheet pressure as per IS:5312-1984(P-1) with up to date ammendements class ASA to be mentioned by the firm.Reflux Valve Make Class Seat Pressure Material
90P/Fixing double flanged cast steel reflux valve of Leader/BHEL/Kirlosker/Kilburn GLED/Fouress make and of 50 mm dia for raising main having bypass arrangement for raising main and capable of withstanding the normal sheet pressure as per IS 780-1984 with up to date ammendements class ASA to be mentioned by the firm.Reflux Valve Make Class Seat Pressure Material
91Provading mm dia circular dial pressure guage of Fiebig/Bourden/PREGA/Precision make complete with all accessories such as stop cock, copper tubing etc.as per IS :3624-1987 with up to date ammendements.Pressure guage Make Range.
92Providing and fixing double flanged MSERW pipe work (Layout to be approved by the Engineer -incharge of work for suction and delivery pipe suitable for pump(s) offered and common header as per the R/main respectively complete with all specials such as bends,tees,reducers,increasers with conpanion flanges mating with the relevent spectifications of the accessories as indicated in the drawing no 2 including rubber/asbestos gasket of minium 3mm thickness as per IS:2712-1979 and required no,s of nuts and bolts as per IS1364-1983. the pipe shall be as per relevent IS code and to with stand 1.5 times total head stipulated under item No.1 the size of the various components to be as under:-I)Suction pipe mm diaII)Delivery pipe mm diaIII)Common header mm diaand will be extendewd up to 5mtrs from the outer wall of the pump house in the direction to be jointed.Suction pipe: Material Grade Thickness Pressure ratingDelivery Pipe and common header: Material Grade Thickness Pressure rating
93Providing and laying copper PVC insulated armoured power cable (one vable carrying all the three phases) of suitable size and capacity to motors and all other electrical equipments as per IS:1554 (P-I) 1988 or latest with up to date ammendements of Siemens/ Gloster/IEC/ ICC/EICO/National/ GRANDLY make including all other accessories such as thimbles,flexible pipes, solder,nuts and bolts,vable glands etc. laid in pipes or trenches under floor.Armored power cablea) Motor side(from switch to starter and starter to motor: Size Make Type Copper Coreb) Supply side from meter of HPSEBL to bus bar: Size Make Type Copper Capacity Core
94Providing and fixing double loop earthing with copper plate 600 mm*600mm*3mm thick electrode complete with material such as thimble,nuts and bolts,charcoal and common salt 25mm*5mm copper strips as per IS:3043_1987 with up to date ammendements for motor and other electrical equipments and digging of pits etc. complete in all respect and as per the direction of Engineer-in-charge.
95Laying , jointing and testing in trenches Galvanised Mild Steel tube of the following dia metres including smooth bending by necessary bends, or through pipe bending machine with necessary all pipe fittings such as Tees, Elbows, Union & Reducers etc. of ISI marked & testing for leakage complete with in all leads & lifts as per entire satisfication of Engineer - in - charge. (Earth work in trenches to be measured and paid for separately)
9650 mm dia.
9740 mm dia.
9832 mm dia.
9925 mm dia.
10015 mm dia.
101Providing and fixing of copper full way wheel valves (Heavy Duty) inclusive necessary all pipe fittings with in all leads and lifts as per direction of Engineer-in-Charge.
10250 mm dia.
10340 mm dia.
10432 mm dia.
10525 mm dia.
10615 mm dia.
107Providing & Laying cement concrete 1:6:12(1ccement :6 sand: 12 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts as per the directions of the Engineer in charge.
108Providing and laying cement concrete 1:5:10 (1 cement :5 sand : 10 graded stone aggregate 40 mm nominal size ) with 15% plum concrete and curing complete excluding cost of form work in retaining walls/breast walls,the size of plums shall usually be 150 mm to 300 mm as per H.P.P.W.D Specification.
109Boulder filling behind R/wall & B/wall within all leads and lifts and as directed by the Engineer-in-charge.
110R/R masonary/polygone rubble masonry (uncoursed/brought to course) with hard stone of approved quality in foundation & plinth including levelling up with cement concrete 1:6:12 (1cement:6sand:12aggrigate 20mm nominal size)at plinth level in CM 1:6 (1cement:6sand) within all leads and lifts as per the directions of the Engineer in charge.
111Fixing of fencing panel of size 1.50*1.20m of jali 25*25mm welded to M.S equal angle of 35mmx35mmx5mm of M.S Flats 20*3mm including cutting welding painting with red oxide paint, including hold fast of size 32*5mm fiat complete in all respects the jali of 25*25mm should be fixed in 1.80*1.20m the work should be executed as per the entire satisfaction of the Engineer in charge
112Painting two coats (excluding priming coat) on new steel and other metal surface with ready mixed enamel paint brushing to give an even shade including cleaning the surface to remove all dirt, dust and other foreign matter complete in all respect as per direction of Engineer-in-Charge with in all leads and lifts. (With readymix paint other than white).
113Providing & Installation of Automation system having mobile application starter with advances motor protection/mobile on-off/power on information/currect overload protection, Installation of Water Level Controller & Float Switch i.c. sim data charges, centalized dashboard charges and installation & transportation charges complete in all respect as per direction and entire satisfaction of Engineer-in-charge.
114Wiring for light point/fan point/exhaust fan/call bell point with 1.5 Sq.mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in PVC casing & capping and earthing the light point with 1.5 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable as required. with in all leads and lifts as per direction of the Engineer-in-Charge. Group A.
115Wiring for power plug with 2x4 Sq.mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke singe core (flexible) copper conductor cable in PVC casing & capping along with 1 No. 4 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable for earthing as required.with in all leads and lifts as per direction of the Engineer-in-Charge. Group A.
116Wiring for power plug with 4x4 Sq.mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke singe core (flexible) copper conductor cable in PVC casing & capping along with 2 No. 4 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable for earthing as required.with in all leads and lifts as per direction of the Engineer-in-Charge. Group A.
117Wiring for circuit/sub-main with following size PVC insulated heat resistant flame retardant (HRFR) and low smoke sinige core (flexible) copper conductor cable in PVC casing & capping along with 1 No. HRFRLS/PVC insulated single core copper conductor cable of same size for earthing as required. with in all leads and lifts as per direction of the Engineer-in-Charge.
1182x1.5 Sq.mm.
1192x10 Sq.mm.
120Supplying & fixing metal box of following sizes (nominal size) on surface or in recess suitable for fixing phenolic aminated sheet cover in front including painting etc. as required:-
121100mm.x100mm.x60mm. Deep
122180mm.x100mm.x60mm. Deep
123200mm.x150mm.x75mm. Deep
124250mm.x300mm.x100mm. Deep
125Supplying and fixing following rating Piano-type switch/socket on the existing switch box/cover including connections etc. as required. with in all leads and lifts as per direction of the Engineer-in-Charge.
126S.P. 5/6 Amps one way switch, piano type.
127S.P. 15/16 Amps one way switch, porcelain base/paino type.
1285 pn 5/6 Amps socket outlet, poreclain base/piano type.
1296 pin 15/16 Amps socket outlet, porcelain base/piano type.
130Supplying and fixing bakelite batten/angle holder including connections etc. as required. with in all leads and lifts as per direction of the Engineer-in-Charge.
131Supplying and erection of 6 amps, to 32 amps, rating, 10 KA breaking capacity, 240 volts, 'C' curves, miniature circuit breaker of following poles in the existing MCB DB complete with connections etc. as required. with in all leads and lifts as per direction of the Engineer-in-Charge, Single pole. Cat-A
132Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc, as required, with in all leads and lifts as per direction of the Engineer-in-Charge. 40 Amps. Cat A.
133Supplying and fixing of following way, single pole and netural sheet steel MCB distribution board, 240 volts, on surface/recess, complete with tinned copper bus-bar, wire-set, neutral link, carth bar, din-bar, detachable gland plate, blanking plate, cable, identification labels inter-connections phosphatized and powder painted, including earthing etc. as required. with in all leads and lifts as per direction of the Engineer-in-Charge. Single door-6 way
134Earthing with G.I. earth pipe 4.5mtr. Long and 40mm dia, including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) complete as required. with in all leads and lifts as per direction of the Engineer-in-Charge.
135Extra for using salt and charcoal for pipe earth eletrode complete as required. with in all leads and lifts as per direction of the Engineer-in-Charge.
136Supplying and laying 6 SWG G.I. wire at 0.50 mtr. Below ground level for earth electrode conductor, including soldering etc. as required. with in all leads and lifts as per direction of the Engineer-in-Charge.
137Providing and fixing sleek and decorative strip type fixture with domestic electronic ballast and colored engineering plastic end plates, suitable for 28 watt FTL (T5), complete with all accessoris (excluding the T-8 tube), connections, testing and commissioning etc. as required. 1x 28 watt-FTL (T5) (Category-A with in all leads and lifts as per direction of the Engineer-in-Charge.
138Providing, Installation, testing and commissioning of ceiling fan with regulator, including wiring the down rods of standard length (up to 30 cm) with 16/0.20 mm twin twisted flexible, cotton braided, copper cable, including providing and fixing phenolic laminated sheet cover on the fan box and earthing etc. as required. with in all leads and lifts as per direction of the Engineer-in-Charge.
139Supplying and fixing Ding-Dong/Electronic musical bell, suitable for D.C./A.C. single phase, 230 volts complete as required. with in all leads and lifts as per direction of the Engineer-in-Charge.
140Providing laying and fixing of one No. aluminuim conductor, PVC insulated and PVC sheathed, armoured/XLPE power cable, working voltage 1100 volts grade on surface etc. of the required size. Armoured cable 4 sq. m (twin core) with in all leads and lifts as per direction of the Engineer-in-Charge.
141Providing and fixing of following sizes of PVC casing and capping on surface as required:-
14230mmx 15 mm Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57955832
AUTHORITY Government Departments
TENDER VALUE 1.43 Crore
LAST DATE 19-10-2026
Authority
Authority Name Irrigation And Public Health Department
Work Description Tender for Providing Lwss (Lift Water Supply Scheme) From Bedar Nallah To Village Dharonk, Bhog, Bedar & Its Surrounding Areas In G.P Prem Nagar Tehsil Kotkhai Distt. Shimla (H.P) (Sh: Site Development, Construction Of Intake = 1 No., Reinforced Cement Concrete Sedimentation Tank Of 15000 Ltrs Cap. = 1 No., Reinforced Cement Concrete Filter Bed (Slow Sand Filter) Of 30.00 Sqm. = 2 Nos., Reinforced Cement Concrete Sump Well Of 55000 Ltrs Cap.= 1 No., Reinforced Cement Concrete Delivery Tank Of 55000 Ltrs Cap. = 1 No., Reinforced Cement Concrete Storage Tank Of 15000 Ltrs. Cap. = 1 No., & 10000 Ltrs Cap. = 1 No., Pump House = 1 No., Attendent Room = 1 No., Laying, Jointing And Testing Of Rising Main Of 65 Mm Dia = 2200 Rmt., Construction Of Anchor Blocks For Support Of R/Main, Supplying And Errection Of Pumping Machinery & Laying, Jointing And Testing Of G.I Pipes Of Various Diameter For Distribution System, Construction Of Plum Concrete Retaining Wall = 15 Mtr Long In Front Side Of Pump House Stage 1St, Random Rubble Masonry Wall = 12 Mtr Long In Back Side Of Pump House At Stage 1St, Providing And Fixing Of Fencing Around The Pump House And Attandent Quarter, Supplying And Installation Of Automation System For Pumping Machinery= 2 Sets., Providing And Fixing Of Electrical Installation For Pump House And Attandent Quarter). (Estimated Cost:- Rs. 1,43,69,231/- Only, E/Money: Rs. 2,18,700/- Only Time: 1 Year).
Basic Detail
Tender No JBL-SML-09-718
Bidding Type Tender
Location
City Shimla
State Himachal Pradesh
Key Dates
Publish Date 09 Oct 2026
Submission Date 19 Oct 2026
Open Date 19 Oct 2026
Finance
Tender Value 1.43 Crore
Tender Fee 5000
EMD 2.18 Lakhs
Exemption Not Available
Document List
BOQ_216760.xls
d0e83031-ca61-46aa-b0a3-50831838deee.html
f6.pdf
f8.pdf
tc.pdf
Tendernotice_1.pdf

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Tender Timeline

Oct 09, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Oct 19, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 9 days
Oct 19, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 9 days

Tender Documents

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xls

BOQ_216760.xls

html

d0e83031-ca61-46aa-b0a3-50831838deee.html

pdf

f6.pdf

pdf

f8.pdf

pdf

tc.pdf

pdf

Tendernotice_1.pdf

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