Tender For Relocation & Reconstruction Of Various Water Supply & Lift Irrigation Schemes On The Right Bank Of River Beas,Submergence Due To Construction Of Dhaulasidh H.E.P By S.J.V.N.L. In Tehsil Jaisinghpur,Distt.Kangra (Hp).(Sub-Head:- Constructio
Tender Value
8.46 Crore
Estimated cost
Bid Submission
03 Aug 2026
7 days left
EMD
9.21 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kangra → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Relocation & Reconstruction Of Various Water Supply & Lift Irrigation Schemes On The Right Bank Of River Beas,Submergence Due To Construction Of Dhaulasidh H.E.P By S.J.V.N.L. In Tehsil Jaisinghpur,Distt.Kangra (Hp).(Sub-Head:- Construction of Reinforced Cement Concrete Framend Open Well Intake Structure,De-Silting Tank (Presetling Tank,Tubesettler),P/Laying & Jointing Of Rising Mains.Supply & Installation Of Submersible Pumping Machinery,Cenrifugal Pumping Machinery,W.T.P Rapid Sand Filtter 0.70 Mld,Trust Blocks,P/Fixing Uv Plant (Ultra Violet) Plant With Automatic Cleaning Wiper At Wtp)
BOQ
| Sl. No. | Item Description |
| 1 | LIS KUHAN DOLE (RCC framed open intake structure & Desilting Tank) Excavation in foundations, trenches etc., in earth work, lift upto 1.50 mts.stacking the excavated soil not more than 3 metres clear from the edge of excavation & returning the stacked soil in 15 cm.layers,when required into plinths sides of foundations etc. consolidating each depositrd layer by ramming & watering & then disposing of all surplus excavated earth as directed within a lead of 20 meters complete in all respect as per entire satisfaction of Engineer in Charge. |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 40 mm nominal size) as per direction of Engineer-in-Charge with in all lead |
| 3 | Providing and laying cement concrete 1:5:10 ( 1 cement: 5 sand : 10 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth as per direction of Engineer-in-Charge with in all lead |
| 4 | Providing and laying cement concrete work using concrete mix of M-30 not less than 1:1.5:3 with graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in : Foundations, footings bases of columns and the like and mass concrete as per direction of Engineer-in-Charge with in all lead |
| 5 | Providing and laying cement concrete work using concrete mix of M-30 not less than 1:1.5:3 with graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in : Walls (any thickness but not less than 0.10 metre thickness) including attached pilasters buttersses, plinth and string courses etc. from top of foundation upto floor two level as per direction of Engineer-in-Charge with in all lead |
| 6 | Reinforced cement concrete work in suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stoneaggregate 20 mm nominal size).as per direction of Engineer-in-Charge with in all lead |
| 7 | Providing and laying cement concrete work using concrete mix of M-25 not less than 1:1.5:3 with graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in : Lintels, beams girders bressumers and cantilevers upto floor two level etc. as per direction of Engineer-in-Charge with in all lead |
| 8 | Providing and Laying Cement concrete flooring 1:2:4 ( 1 cement: 2 sand : 4 graded stone aggregate 20 mm nominal size) laid in one layer finished with a floating coat of neat cement. (40 mm thick )as per direction of Engineer-in-Charge with in all lead |
| 9 | Providing Tor steel reinforcement for RCC work i/c bending binding and placing in position comple upto floor two level as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lifts as per direction of Engineer-in-Charge with in all lead |
| 10 | Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm.so as to give a fair finish including centering, shuttering, strutting and propping etc with wooden batens and ballies,height of propping and centring below supporting floor to celing not exceeding 4 mtrs and removal of the same for insitu- reinforced concrete & plain concrete work in: |
| 11 | Foundation,Footing, and the like including attached pillasters buttresses, plinth and string courses and the like.as per direction of Engineer-in-Charge with in all lead |
| 12 | Vertical, surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like circular or curved in plan as per direction of Engineer-in-Charge with in all lead |
| 13 | In columns , pillars post and Strits upto floor two level. |
| 14 | Lintels,Beams ,Girders,bressumers and cantilevers in all heights from floor two level complete in all respect with in all leads and lifts. |
| 15 | Flat surfaces such as soffits of suspended floors, roofs, landing and the like floor etc up to 20 mm in thickness incluiding all leads and lifts complete in all respect. |
| 16 | Brick Work using common burnt clay building bricks (1st class) in superstructures in CM 1 : 6 (1 Cement :3 Sand) as per direction of Engineer-in-Charge with in all lead |
| 17 | 15 mm Cement plaster in single coat on the rough side of brick/ concrete/ stone walls for interior plastering upto floor two level including arises, internal rounded angles, chamfers and / or rounded angles not exceeding 80 mm in girth and finished even and smooth. Cement mortar (1:3) as per direction of Engineer-in-Charge with in all lead |
| 18 | Prov. & fixing cast iron cover for frame of internal size 560 mm dia. with frame (medium duty) within all leads & lifts (weight of cover & frame not less than 116 kg) as per direction of Engineer-in-Charge with in all lead |
| 19 | Providing and fixing steel bar cage for fastening of pump with piers of 300 mm dia of mesh size 50 mm x 50 mm as per direction of Engineer-in-Charge with in all lead |
| 20 | Steel work welded in built up sections , trusses & framed work i/c cutting , hoisting & fixing in position & applying a priming coatof red paint :- In grating, framed , guards, bars, ladders, railing, brackets & similar works. as per direction of Engineer-in-Charge with in all lead |
| 21 | Providing & fixing ISMB 200 girder AS/ST.DES. including fixing as per direction of Engineer-in-Charge with in all lead |
| 22 | Providing and fixing 5.00 Ton Chain Pully / gantry of approved ISI make electrically operated alongwith all allied accessories complete within all leads & lifts as per entire satisfaction of Engineer in Charge as per direction of Engineer-in-Charge with in all lead |
| 23 | Laying jointing and testing of GI pipe(M) for air blower pipe in all leads and lift as per direction and to the entire satisfaction of Engineer in Charge. (65 mm dia) |
| 24 | Providing and Fixing tube settler media (Hexagonal Type) in all leads and lift as per direction and to the entire satisfaction of Engineer in Charge. |
| 25 | Laying jointing and testing of GI pipe ( M Class)for outlet pipe scour pipe etc in all leads and lift as per direction and to the entire satisfaction of Engineer in Charge in all leads and lift as per direction and to the entire satisfaction of Engineer in Charge. (150 mm Dia) |
| 26 | Providing & Fixing of double flanged cast iron sluice valve of following dia class PN-1.0 of Bir make/Leader/Kartar of approved make confirming to IS 14846-2000 latest with upto date ammendment having seat pressure 10.20 kg/cm² as per direction and to the entire satisfaction in all lead & lifts as per the Direction of Engineer in Charge. 150 mm dia |
| 27 | Rising Mains :- Booster Stage for Submercible Pumping Machinery.Excavation in foudation trenches etc. (for pipes and pits) in all kind of soil such, as pick work, jumper work saturated soil including bailing or pumping out water, blasting soft/hard rock or chiselling soft/hard rock where blasting is prohibited in all leads & lifts including timbering & dressing of sides levelling of beds to correct grade including shoring shuttering planking timbering and dewatering where ever required stacking usable/unusable material soil separately and after laying jointing and testing of pipes returning the usable soil in trenches in 15cm layers including consolidating of each deposited layer by ramming & watering & then disposing of all surplus excavated earth as direcred with in all leads & lifts including restoration of unmetalled surfaces to its original condition & including cost of a diversion for traffic night signals, fixing caution board crossing over trenches for access to houses fencing etc. as per direction of Engineer in Charge with in all leads and lifts. |
| 28 | Providing,Laying , jointing and testing and commissioning at site in trenches levelled ended BIS marked of GMSERW Pipe levelled edged conforming to IS/ ISO:3183-2012 or its equivalent specifications latest upto date ammendments of following mentoned grade, diameter and wall thickness in trenches having wall thickness and per mt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS Code in random lenghts of 5.5 to 6.5 mtr.The pipes ends shall be levelled suitable for butt welding including the cost of joining with butt welding (94% butt welding & 6% flanged) conforming to IS 816-1969 or latest as applicablee ends with upto date amendments (Leak Proof) in three layers at site of work with welding rods of standred make and all allied accessories whatever required for welding site ,tail pieces,tees,bends and other specials manufactured from parent tube as appilicable to the perticular reach & of approved specification as per the site conditions and cutting of pipes wherever required as per the site requirement including carriage in all leads and lifts and as directed by Engineer-in-Charge/The pipe shall have Zinc coating inside and outside conforming to IS/ISO-4736-1986 or latest with upto date conform to BIS5822-1970 or latest with upto date ammendments with provision of Scour pipe after evry KM by providing Tee & sluice valve etc. complete to the entire satisfection of Engineer-in-Charge (Earth work shall be measured and paid for seperately) |
| 29 | Booster Stage Rising main MSERW Pipe 250 mm dia and 4.80 mm wall thickness (L-210 Grade) |
| 30 | Providing & Fixing of Kirloskar/Leader make cast iron double flanged swing check type reflux/NRV valve having bye-pass arangement (to be provided on delivery side) of size one dia. Higher than pump size to delivery of pump and capable of with standing nominal seat pressure of 21 kg/cm2 of class ASA-150 as per BS-1868-API(600). 250 mm dia |
| 31 | Providing /Fixing & Welding of MS Flange @ 6% of joints ,conforming to following tables as per (IS:6392-1971) latest with upto date ammendments) with plain end MSERW Pipe in requiset number of layers on both faces to make the joint leak proof (The cost of providing and laying of MSERW Pipes to be measured and paid for seperately). The Welding of Flanges with Pipe Should conform to IS:816-1965 with electrode as per IS:814-1991 I/C required Nos. of Bolts & Nuts as per IS:1364-1967 & 3mm thick asbestos fibre jointing gasket conforming to IS:2712-1998. The work shall be done to the entire satisfaction of the Engineer in Charge with in all leads and lifts. 250mm dia Flange Table-5 |
| 32 | Providing & Fixing of Cast Iron air valve 40 mm dia .Double valve type with (Leader make) of class PN-10 having sheet pressue of 10 bar hyd or 11.22 kgs/cm sq in rising main complete in all respect as per direction of Engineer in Charge with in all Leads & Lifts. 40mm dia. |
| 33 | Booster Stage:- Providing ,Supplying & instaling of suitable Submersible pumping set of KSB/CALAMA/Johanson/SABAR/Oswal/Kirloskar make conforming to latest relevant BIS Code 8034-1976.The pump should be fitted with bronze impeller or suitable alloys suitable for handling clear water having greased packed bearings and shaft with wound startor on motor side and with soft protection motor of 3 star rating (water proof cage electric induction motor of 3 star rating (water proof type of required for 30 HP & 2900/1450 RPM of reputed make conforming to BIS 9283-1979 Latest with upto date amendments totaly dust and water proof for sumersible duly isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrist bearing plate to with stand non vertical loads with minimum wear and tear.It should also be fitted with a device to take up expansion of water with the heating of motor with automation system including. The power of electric motor/motors should be at least (+)10% in Excess of maximum power required by pump/pumps in the operation range of (+) 10% and (-) 15% of the duty point head.All Electrical equipments such as starter ICTP,Switches,MCB,Bush bar chamber,MCB,Panel board indicating lamps,Ammeter,Voltmeter,Hour run meter should be of electronic type campatible for automation based on SCADA,The pump set should include water level guard ,erreciton clamps,cable clips depth gauge ,NRV & Sluice valve (Cast Iron PN 1.6 Leader/Kirloskar & flanged GMS/GMSERW for lowering of column pipe. The work should be completed to the entire satisfection of the Engineer-in-Charge.The Rates are for complete job to run the machinery in proper working and should meet with requirements.etc.and suitable for operation on data given below :- It should also be fitted with a device to take up expension of water with the heating of motor:- The pump set should include water level guard errection clamps cable ,clip & depth gauge etc. suitable for operation on data given below:-Total Head:- 19.71 Mtrs (2 Nos. working Pumps) Discharge:- 29.05 LPS |
| 34 | LWSS Dali-Bhulander Excavation in foudation trenches etc. (for pipes and pits) in all kind of soil such, as pick work, jumper work saturated soil including bailing or pumping out water, blasting soft/hard rock or chiselling soft/hard rock where blasting is prohibited in all leads & lifts including timbering & dressing of sides levelling of beds to correct grade including shoring shuttering planking timbering and dewatering where ever required stacking usable/unusable material soil separately and after laying jointing and testing of pipes returning the usable soil in trenches in 15cm layers including consolidating of each deposited layer by ramming & watering & then disposing of all surplus excavated earth as direcred with in all leads & lifts including restoration of unmetalled surfaces to its original condition & including cost of a diversion for traffic night signals, fixing caution board crossing over trenches for access to houses fencing etc. as per direction of Engineer in Charge with in all leads and lifts. |
| 35 | Rising Mains :-Booster Stage for Submercible Pumping Machinery. Laying, jointing & testing of GMS pipe as per IS1239-2012 with upto date amendments (plain ended pipe) with circumfrential butt welded joints by electrical arc welding (94% welding and 6%flanged joint ) with minimum two layers capable to withstand required test pressure (minimum welding thickness shall be equal to pipe wall thickness) including manufacturing and fabrication of reducers/ tapers, all short pieces, bends of required degrees as per site requirement made from parent tubes. The laying of pipe shall also include intermediate flanged joints spaced at an interval of 16 pipe lengths or where ever required as per direction of the Engineer-in-charge duly welded in three layers (two for outer & one on inner side) and all other operations such as cutting, welding, jointing, fabrication of bends, tees etc , lowering and laying in excavated trench to ensure required level including flushing, cleaning and hydraulic testing complete in all respects & to the entire satisfaction of the Engineer in charge (Earth work in trenches and the cost of providing and fixing of flanges i/c nut & bolts, gasket will be measured and paid for separately).The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The damaged portion of the pipes and all the specials ( If damaged during laying & jointing operation of pipe) made form the parent tube shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing, D.P. test of butt welded joints complete in all respect and to the best satisfaction & direction of Engineer in charge with in all leads and lifts. |
| 36 | Laying & Jointing of 125 mm dia G I pipe (Medium Class) |
| 37 | Providing & Fixing of Kirloskar/Leader make cast iron double flanged swing check type reflux /NRV valve having bye-pass arangement (to be provided on delivery side) of size one dia. Higher than pump size to delivery of pump and capable of with standing nominal seat pressure of 21 kg/cm2 of class ASA-150 as per BS-1868-API(600) 125 mm dia |
| 38 | Providing /Fixing & Welding of MS Flange @ 6% of joints ,conforming to following tables as per (IS:6392-1971) latest with upto date ammendments) with plain end MSERW Pipe in requiset number of layers on both faces to make the joint leak proof (The cost of providing and laying of GMS Pipes to be measured and paid for seperately). The Welding of Flanges with Pipe Should conform to IS:816-1965 with electrode as per IS:814-1991 I/C required Nos. of Bolts & Nuts as per IS:1364-1967 & 3mm thick asbestos fibre jointing gasket conforming to IS:2712-1998. The work shall be done to the entire satisfaction of the Engineer in Charge with in all leads and lifts. |
| 39 | P/Fixing MS Flanges of Table-5- 125 mm dia |
| 40 | Providing & Fixing of Cast Iron air valve 40 mm dia .Double valve type with (Leader make) of class PN-10 having sheet pressue of 10 bar hyd or 11.22 kgs/cm sq in rising main complete in all respect as per direction of Engineer in Charge with in all Leads & Lifts. |
| 41 | P/Fixing Air Valve 40 mm dia |
| 42 | Booster Stage:- Providing ,Supplying & instaling of suitable Submersible pumping set of KSB/CALAMA/Johanson/SABAR/Oswal/Kirloskar make conforming to latest relevant BIS Code 8034-1976.The pump should be fitted with bronze impeller or suitable alloys suitable for handling clear water having greased packed bearings and shaft with wound startor on motor side and with soft protection motor of 3 star rating (water proof cage electric induction motor of 3 star rating (water proof type of required for 20 HP & 2900/1450 RPM of reputed make conforming to BIS 9283-1979 Latest with upto date amendments totaly dust and water proof for sumersible duly isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrist bearing plate to with stand non vertical loads with minimum wear and tear.It should also be fitted with a device to take up expansion of water with the heating of motor with automation system including. The power of electric motor/motors should be at least (+)10% in Excess of maximum power required by pump/pumps in the operation range of (+) 10% and (-) 15% of the duty point head.All Electrical equipments such as starter ICTP,Switches,MCB,Bush bar chamber,MCB,Panel board indicating lamps,Ammeter,Voltmeter,Hour run meter should be of electronic type campatible for automation based on SCADA,The pump set should include water level guard ,erreciton clamps,cable clips depth gauge ,NRV & Sluice valve (Cast Iron PN 1.6 Leader/Kirloskar & flanged GMS/GMSERW for lowering of column pipe. The work should be completed to the entire satisfection of the Engineer-in-Charge.The Rates are for complete job to run the machinery in proper working and should meet with requirements.etc.and suitable for operation on data given below :- It should also be fitted with a device to take up expension of water with the heating of motor:- The pump set should include water level guard errection clamps cable ,clip & depth gauge etc. suitable for operation on data given below :-Total Head:- 20.95 Mtrs (1 working + 1 standbye) Discharge:- 9.75 LPS |
| 43 | LIS Dadu-Bhulander (RCC framed open inatke structure & Desilting tank) Excavation in foundations, trenches etc., in earth work, lift upto 1.50 mts.stacking the excavated soil not more than 3 metres clear from the edge of excavation & returning the stacked soil in 15 cm.layers,when required into plinths sides of foundations etc. consolidating each depositrd layer by ramming & watering & then disposing of all surplus excavated earth as directed within a lead of 20 meters complete in all respect as per entire satisfaction of Engineer in Charge. |
| 44 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 40 mm nominal size) as per direction of Engineer-in-Charge with in all lead |
| 45 | Providing and laying cement concrete 1:5:10 ( 1 cement: 5 sand : 10 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth as per direction of Engineer-in-Charge with in all lead |
| 46 | Providing and laying cement concrete work using concrete mix of M-30 not less than 1:1.5:3 with graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in : Foundations, footings bases of columns and the like and mass concrete as per direction of Engineer-in-Charge with in all lead |
| 47 | Providing and laying cement concrete work using concrete mix of M-30 not less than 1:1.5:3 with graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in : Walls (any thickness but not less than 0.10 metre thickness) including attached pilasters buttersses, plinth and string courses etc. from top of foundation upto floor two level as per direction of Engineer-in-Charge with in all lead |
| 48 | Reinforced cement concrete work in suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stoneaggregate 20 mm nominal size).as per direction of Engineer-in-Charge with in all lead |
| 49 | Providing and laying cement concrete work using concrete mix of M-25 not less than 1:1.5:3 with graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in : Lintels, beams girders bressumers and cantilevers upto floor two level etc. as per direction of Engineer-in-Charge with in all lead |
| 50 | Providing and Laying Cement concrete flooring 1:2:4 ( 1 cement: 2 sand : 4 graded stone aggregate 20 mm nominal size) laid in one layer finished with a floating coat of neat cement. (40 mm thick )as per direction of Engineer-in-Charge with in all lead |
| 51 | Providing Tor steel reinforcement for RCC work i/c bending binding and placing in position comple upto floor two level as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lifts as per direction of Engineer-in-Charge with in all lead |
| 52 | Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm.so as to give a fair finish including centering, shuttering, strutting and propping etc with wooden batens and ballies,height of propping and centring below supporting floor to celing not exceeding 4 mtrs and removal of the same for insitu- reinforced concrete & plain concrete work in: |
| 53 | Foundation,Footing, and the like including attached pillasters buttresses, plinth and string courses and the like.as per direction of Engineer-in-Charge with in all lead |
| 54 | Vertical, surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like circular or curved in plan as per direction of Engineer-in-Charge with in all lead |
| 55 | In columns , pillars post and Strits upto floor two level. |
| 56 | Lintels,Beams ,Girders,bressumers and cantilevers in all heights from floor two level complete in all respect with in all leads and lifts. |
| 57 | Flat surfaces such as soffits of suspended floors, roofs, landing and the like floor etc up to 20 mm in thickness incluiding all leads and lifts complete in all respect. |
| 58 | Brick Work using common burnt clay building bricks (1st class) in superstructures in CM 1 : 6 (1 Cement :3 Sand) as per direction of Engineer-in-Charge with in all lead |
| 59 | 15 mm Cement plaster in single coat on the rough side of brick/ concrete/ stone walls for interior plastering upto floor two level including arises, internal rounded angles, chamfers and / or rounded angles not exceeding 80 mm in girth and finished even and smooth. Cement mortar (1:3) as per direction of Engineer-in-Charge with in all lead |
| 60 | Prov. & fixing cast iron cover for frame of internal size 560 mm dia. with frame (medium duty) within all leads & lifts (weight of cover & frame not less than 116 kg) as per direction of Engineer-in-Charge with in all lead |
| 61 | Providing and fixing steel bar cage for fastening of pump with piers of 300 mm dia of mesh size 50 mm x 50 mm as per direction of Engineer-in-Charge with in all lead |
| 62 | Steel work welded in built up sections , trusses & framed work i/c cutting , hoisting & fixing in position & applying a priming coatof red paint :- In grating, framed , guards, bars, ladders, railing, brackets & similar works. as per direction of Engineer-in-Charge with in all lead |
| 63 | Pdg & fixing ISMB 200 girder AS/ST.DES. including fixing as per direction of Engineer-in-Charge with in all lead |
| 64 | Providing and fixing 5.00 Ton Chain Pully / gantry of approved ISI make electrically operated alongwith all allied accessories complete within all leads & lifts as per entire satisfaction of Engineer in Charge as per direction of Engineer-in-Charge with in all lead |
| 65 | Laying jointing and testing of GI pipe (M) for air blower pipe in all leads and lift as per direction and to the entire satisfaction of Engineer in Charge. 65 mm dia |
| 66 | Providing and Fixing tube settler media (Hexagonal Type) in all leads and lift as per direction and to the entire satisfaction of Engineer in Charge. |
| 67 | Laying jointing and testing of GI pipe for outlet pipe scour pipe etc in all leads and lift as per direction and to the entire satisfaction of Engineer in Charge in all leads and lift as per direction and to the entire satisfaction of Engineer in Charge. 150 mm Dia (Medium Class) |
| 68 | Providing & Fixing of double flanged cast iron sluice valve of following dia class PN-1.0 of Bir make/Leader/Kartar of approved make confirming to IS 14846-2000 latest with upto date ammendment having seat pressure 10.20 kg/cm² as per direction and to the entire satisfaction in all lead & lifts as per the Direction of Engineer in Charge. 150 mm dia |
| 69 | Rising Mains :-Stage -Ist for Submercible Pumping Machinery.Excavation in foudation trenches etc. (for pipes and pits) in all kind of soil such, as pick work, jumper work saturated soil including bailing or pumping out water, blasting soft/hard rock or chiselling soft/hard rock where blasting is prohibited in all leads & lifts including timbering & dressing of sides levelling of beds to correct grade including shoring shuttering planking timbering and dewatering where ever required stacking usable/unusable material soil separately and after laying jointing and testing of pipes returning the usable soil in trenches in 15cm layers including consolidating of each deposited layer by ramming & watering & then disposing of all surplus excavated earth as direcred with in all leads & lifts including restoration of unmetalled surfaces to its original condition & including cost of a diversion for traffic night signals, fixing caution board crossing over trenches for access to houses fencing etc. as per direction of Engineer in Charge with in all leads and lifts. |
| 70 | Providing,Laying , jointing and testing and commissioning at site in trenches levelled ended BIS marked of GMSERW Pipe levelled edged conforming to IS/ ISO:3183-2012 or its equivalent specifications latest upto date ammendments of following mentoned grade, diameter and wall thickness in trenches having wall thickness and per mt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS Code in random lenghts of 5.5 to 6.5 mtr.The pipes ends shall be levelled suitable for butt welding including the cost of joining with butt welding (94% butt welding & 6% flanged) conforming to IS 816-1969 or latest as applicablee ends with upto date amendments (Leak Proof) in three layers at site of work with welding rods of standred make and all allied accessories whatever required for welding site ,tail pieces,tees,bends and other specials manufactured from parent tube as appilicable to the perticular reach & of approved specification as per the site conditions and cutting of pipes wherever required as per the site requirement including carriage in all leads and lifts and as directed by Engineer-in-Charge/The pipe shall have Zinc coating inside and outside conforming to IS/ISO-4736-1986 or latest with upto date conforme to BIS5822-1970 or latest with upto date ammendments with provision of Scour pipe after evry KM by providing Tee & sluice valve etc. complete to the entire satisfection of Engineer-in-Charge (Earth work shall be measured and paid for seperately) |
| 71 | Providing and laying MSERW Pipe 300 mm dia 4.80 mm wall thickness (L-210) |
| 72 | Providing & Fixing of Kirloskar/Leader make cast iron double flanged swing check type reflux/NRV valve having bye-pass arangement (to be provided on delivery side) of size one dia. Higher than pump size to delivery of pump and capable of with standing nominal seat pressure of 21 kg/cm2 of class ASA-150 as per BS-1868-API(600) |
| 73 | Providing and Fixing 300 mm dia NRV/Reflux Valve |
| 74 | Providing /Fixing & Welding of MS Flange @ 6% of joints ,conforming to following tables as per (IS:6392-1971) latest with upto date ammendments) with plain end MSERW Pipe in requiset number of layers on both faces to make the joint leak proof (The cost of providing and laying of GMS Pipes to be measured and paid for seperately). The Welding of Flanges with Pipe Should conform to IS:816-1965 with electrode as per IS:814-1991 I/C required Nos. of Bolts & Nuts as per IS:1364-1967 & 3mm thick asbestos fibre jointing gasket conforming to IS:2712-1998. The work shall be done to the entire satisfaction of the Engineer in Charge with in all leads and lifts. |
| 75 | P/Fixing MS Flanges of Table-5- 300 mm dia |
| 76 | Providing & Fixing of Cast Iron air valve 40 mm dia .Double valve type with (Leader make) of class PN-10 having sheet pressue of 10 bar hyd or 11.22 kgs/cm sq in rising main complete in all respect as per direction of Engineer in Charge with in all Leads & Lifts. |
| 77 | P/Fixing Air Valve 40 mm dia |
| 78 | Booster Stage:- Providing ,Supplying & instaling of suitable Submersible pumping set of KSB/CALAMA/Johanson/SABAR/Oswal/Kirloskar make conforming to latest relevant BIS Code 8034-1976.The pump should be fitted with bronze impeller or suitable alloys suitable for handling clear water having greased packed bearings and shaft with wound startor on motor side and with soft protection motor of 3 star rating (water proof cage electric induction motor of 3 star rating (water proof type of required for 30 HP & 2900/1450 RPM of reputed make conforming to BIS 9283-1979 Latest with upto date amendments totaly dust and water proof for sumersible duly isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrist bearing plate to with stand non vertical loads with minimum wear and tear.It should also be fitted with a device to take up expansion of water with the heating of motor with automation system including. The power of electric motor/motors should be at least (+)10% in Excess of maximum power required by pump/pumps in the operation range of (+) 10% and (-) 15% of the duty point head.All Electrical equipments such as starter ICTP,Switches,MCB,Bush bar chamber,MCB,Panel board indicating lamps,Ammeter,Voltmeter,Hour run meter should be of electronic type campatible for automation based on SCADA,The pump set should include water level guard ,erreciton clamps,cable clips depth gauge ,NRV & Sluice valve (Cast Iron PN 1.6 Leader/Kirloskar & flanged GMS/GMSERW for lowering of column pipe. The work should be completed to the entire satisfection of the Engineer-in-Charge.The Rates are for complete job to run the machinery in proper working and should meet with requirements.etc.and suitable for operation on data given below :- It should also be fitted with a device to take up expension of water with the heating of motor:- The pump set should include water level guard errection clamps cable ,clip & depth gauge etc. suitable for operation on data given below Total Head:- 15.45 Mtrs (2 Nos.working Pumps) Discharge:- 30.24 LPS |
| 79 | LWSS Bheri-Paprola (RCC framed open Intake structure) Excavation in foundations, trenches etc., in earth work, lift upto 1.50 mts.stacking the excavated soil not more than 3 metres clear from the edge of excavation & returning the stacked soil in 15 cm.layers,when required into plinths sides of foundations etc. consolidating each depositrd layer by ramming & watering & then disposing of all surplus excavated earth as directed within a lead of 20 meters complete in all respect as per entire satisfaction of Engineer in Charge. |
| 80 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 40 mm nominal size) as per direction of Engineer-in-Charge with in all lead |
| 81 | Providing and laying cement concrete work using concrete mix of M-30 not less than 1:1.5:3 with graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in : Foundations, footings bases of columns and the like and mass concrete as per direction of Engineer-in-Charge with in all lead |
| 82 | Providing and laying cement concrete work using concrete mix of M-30 not less than 1:1.5:3 with graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in : Walls (any thickness but not less than 0.10 metre thickness) including attached pilasters buttersses, plinth and string courses etc. from top of foundation upto floor two level as per direction of Engineer-in-Charge with in all lead |
| 83 | Providing and laying cement concrete work using concrete mix of M-25 not less than 1:1.5:3 with graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in : Lintels, beams girders bressumers and cantilevers upto floor two level etc. as per direction of Engineer-in-Charge with in all lead |
| 84 | Providing and Laying Cement concrete flooring 1:2:4 ( 1 cement: 2 sand : 4 graded stone aggregate 20 mm nominal size) laid in one layer finished with a floating coat of neat cement. (40 mm thick )as per direction of Engineer-in-Charge with in all lead |
| 85 | Providing Tor steel reinforcement for RCC work i/c bending binding and placing in position comple upto floor two level as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lifts as per direction of Engineer-in-Charge with in all lead |
| 86 | Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm.so as to give a fair finish including centering, shuttering, strutting and propping etc with wooden batens and ballies,height of propping and centring below supporting floor to celing not exceeding 4 mtrs and removal of the same for insitu- reinforced concrete & plain concrete work in: |
| 87 | Foundation,Footing, and the like including attached pillasters buttresses, plinth and string courses and the like.as per direction of Engineer-in-Charge with in all lead |
| 88 | In columns , pillars post and Strits upto floor two level. |
| 89 | Lintels,Beams ,Girders,bressumers and cantilevers in all heights from floor two level complete in all respect with in all leads and lifts. |
| 90 | Flat surfaces such as soffits of suspended floors, roofs, landing and the like floor etc up to 20 mm in thickness incluiding all leads and lifts complete in all respect. |
| 91 | Brick Work using common burnt clay building bricks (1st class) in superstructures in CM 1 : 6 (1 Cement :3 Sand) as per direction of Engineer-in-Charge with in all lead |
| 92 | 15 mm Cement plaster in single coat on the rough side of brick/ concrete/ stone walls for interior plastering upto floor two level including arises, internal rounded angles, chamfers and / or rounded angles not exceeding 80 mm in girth and finished even and smooth. Cement mortar (1:3) as per direction of Engineer-in-Charge with in all lead |
| 93 | Prov. & fixing cast iron cover for frame of internal size 560 mm dia. with frame (medium duty) within all leads & lifts (weight of cover & frame not less than 116 kg) as per direction of Engineer-in-Charge with in all lead |
| 94 | Providing and fixing steel bar cage for fastening of pump with piers of 300 mm dia of mesh size 50 mm x 50 mm as per direction of Engineer-in-Charge with in all lead |
| 95 | Steel work welded in built up sections , trusses & framed work i/c cutting , hoisting & fixing in position & applying a priming coatof red paint :- In grating, framed , guards, bars, ladders, railing, brackets & similar works. as per direction of Engineer-in-Charge with in all lead |
| 96 | Pdg & fixing ISMB 200 girder AS/ST.DES. including fixing as per direction of Engineer-in-Charge with in all lead |
| 97 | Providing and fixing 5.00 Ton Chain Pully / gantry of approved ISI make electrically operated alongwith all allied accessories complete within all leads & lifts as per entire satisfaction of Engineer in Charge as per direction of Engineer-in-Charge with in all lead |
| 98 | Rising Mains :- Booster Stage for Submercible Pumping Machinery Excavation in foudation trenches etc. (for pipes and pits) in all kind of soil such, as pick work, jumper work saturated soil including bailing or pumping out water, blasting soft/hard rock or chiselling soft/hard rock where blasting is prohibited in all leads & lifts including timbering & dressing of sides levelling of beds to correct grade including shoring shuttering planking timbering and dewatering where ever required stacking usable/unusable material soil separately and after laying jointing and testing of pipes returning the usable soil in trenches in 15cm layers including consolidating of each deposited layer by ramming & watering & then disposing of all surplus excavated earth as direcred with in all leads & lifts including restoration of unmetalled surfaces to its original condition & including cost of a diversion for traffic night signals, fixing caution board crossing over trenches for access to houses fencing etc. as per direction of Engineer in Charge with in all leads and lifts. |
| 99 | Laying, jointing & testing of GMS pipe as per IS1239-2012 with upto date amendments (plain ended pipe) with circumfrential butt welded joints by electrical arc welding (94% welding and 6%flanged joint ) with minimum two layers capable to withstand required test pressure (minimum welding thickness shall be equal to pipe wall thickness) including manufacturing and fabrication of reducers/ tapers, all short pieces, bends of required degrees as per site requirement made from parent tubes. The laying of pipe shall also include intermediate flanged joints spaced at an interval of 16 pipe lengths or where ever required as per direction of the Engineer-in-charge duly welded in three layers (two for outer & one on inner side) and all other operations such as cutting, welding, jointing, fabrication of bends, tees etc , lowering and laying in excavated trench to ensure required level including flushing, cleaning and hydraulic testing complete in all respects & to the entire satisfaction of the Engineer in charge (Earth work in trenches and the cost of providing and fixing of flanges i/c nut & bolts, gasket will be measured and paid for separately).The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The damaged portion of the pipes and all the specials ( If damaged during laying & jointing operation of pipe) made form the parent tube shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing, D.P. test of butt welded joints complete in all respect and to the best satisfaction & direction of Engineer in charge with in all leads and lifts. |
| 100 | Laying & Jointing of 80 mm dia G I pipe (Medium Class) |
| 101 | Providing & Fixing of Kirloskar/Leader make cast iron double flanged swing check type reflux valve having bye-pass arangement (to be provided on delivery side) of size one dia. Higher than pump size to delivery of pump and capable of with standing nominal seat pressure of 21 kg/cm2 of class ASA-150 as per BS-1868-API(600) |
| 102 | Providing and Fixing 80 mm dia NRV/Reflux valve |
| 103 | Providing /Fixing & Welding of MS Flange @ 6% of joints ,conforming to following tables as per (IS:6392-1971) latest with upto date ammendments) with plain end MSERW Pipe in requiset number of layers on both faces to make the joint leak proof (The cost of providing and laying of GMS Pipes to be measured and paid for seperately). The Welding of Flanges with Pipe Should conform to IS:816-1965 with electrode as per IS:814-1991 I/C required Nos. of Bolts & Nuts as per IS:1364-1967 & 3mm thick asbestos fibre jointing gasket conforming to IS:2712-1998. The work shall be done to the entire satisfaction of the Engineer in Charge with in all leads and lifts. |
| 104 | P/Fixing MS Flanges of Table-5- 80 mm dia |
| 105 | P/Fixing MS Flanges of Table-17- 80 mm dia |
| 106 | Providing & Fixing of Cast Iron air valve 40 mm dia .Double valve type with (Leader make) of class PN-10 having sheet pressue of 10 bar hyd or 11.22 kgs/cm sq in rising main complete in all respect as per direction of Engineer in Charge with in all Leads & Lifts. |
| 107 | P/Fixing Air Valve 40 mm dia |
| 108 | Booster Stage:- Providing ,Supplying & instaling of suitable Submersible pumping set of KSB/CALAMA/Johanson/SABAR/Oswal/Kirloskar make conforming to latest relevant BIS Code 8034-1976.The pump should be fitted with bronze impeller or suitable alloys suitable for handling clear water having greased packed bearings and shaft with wound startor on motor side and with soft protection motor of 3 star rating (water proof cage electric induction motor of 3 star rating (water proof type of required for 20 HP & 2900/1450 RPM of reputed make conforming to BIS 9283-1979 Latest with upto date amendments totaly dust and water proof for sumersible duly isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrist bearing plate to with stand non vertical loads with minimum wear and tear.It should also be fitted with a device to take up expansion of water with the heating of motor with automation system including. The power of electric motor/motors should be at least (+)10% in Excess of maximum power required by pump/pumps in the operation range of (+) 10% and (-) 15% of the duty point head.All Electrical equipments such as starter ICTP,Switches,MCB,Bush bar chamber,MCB,Panel board indicating lamps,Ammeter,Voltmeter,Hour run meter should be of electronic type campatible for automation based on SCADA,The pump set should include water level guard ,erreciton clamps,cable clips depth gauge ,NRV & Sluice valve (Cast Iron PN 1.6 Leader/Kirloskar & flanged GMS/GMSERW for lowering of column pipe. The work should be completed to the entire satisfection of the Engineer-in-Charge.The Rates are for complete job to run the machinery in proper working and should meet with requirements.etc.and suitable for operation on data given below :- It should also be fitted with a device to take up expension of water with the heating of motor:- The pump set should include water level guard errection clamps cable ,clip & depth gauge etc. suitable for operation on data given below Total Head:- 63.56 Mtrs (1 working + 1 Standbye) Discharge:- 4.68 LPS |
| 109 | LIS Bheri-Paprola (RCC framed open intake structure & Desilting tank) Excavation in foundations, trenches etc., in earth work, lift upto 1.50 mts.stacking the excavated soil not more than 3 metres clear from the edge of excavation & returning the stacked soil in 15 cm.layers,when required into plinths sides of foundations etc. consolidating each depositrd layer by ramming & watering & then disposing of all surplus excavated earth as directed within a lead of 20 meters complete in all respect as per entire satisfaction of Engineer in Charge. |
| 110 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 40 mm nominal size) as per direction of Engineer-in-Charge with in all lead |
| 111 | Providing and laying cement concrete 1:5:10 ( 1 cement: 5 sand : 10 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth as per direction of Engineer-in-Charge with in all lead |
| 112 | Providing and laying cement concrete work using concrete mix of M-30 not less than 1:1.5:3 with graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in : Foundations, footings bases of columns and the like and mass concrete as per direction of Engineer-in-Charge with in all lead |
| 113 | Providing and laying cement concrete work using concrete mix of M-30 not less than 1:1.5:3 with graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in : Walls (any thickness but not less than 0.10 metre thickness) including attached pilasters buttersses, plinth and string courses etc. from top of foundation upto floor two level as per direction of Engineer-in-Charge with in all lead |
| 114 | Reinforced cement concrete work in suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stoneaggregate 20 mm nominal size).as per direction of Engineer-in-Charge with in all lead |
| 115 | Providing and laying cement concrete work using concrete mix of M-25 not less than 1:1.5:3 with graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in : Lintels, beams girders bressumers and cantilevers upto floor two level etc. as per direction of Engineer-in-Charge with in all lead |
| 116 | Providing and Laying Cement concrete flooring 1:2:4 ( 1 cement: 2 sand : 4 graded stone aggregate 20 mm nominal size) laid in one layer finished with a floating coat of neat cement. (40 mm thick )as per direction of Engineer-in-Charge with in all lead |
| 117 | Providing Tor steel reinforcement for RCC work i/c bending binding and placing in position comple upto floor two level as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lifts as per direction of Engineer-in-Charge with in all lead |
| 118 | Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm.so as to give a fair finish including centering, shuttering, strutting and propping etc with wooden batens and ballies,height of propping and centring below supporting floor to celing not exceeding 4 mtrs and removal of the same for insitu- reinforced concrete & plain concrete work in: |
| 119 | Foundation,Footing, and the like including attached pillasters buttresses, plinth and string courses and the like.as per direction of Engineer-in-Charge with in all lead |
| 120 | Vertical, surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like circular or curved in plan as per direction of Engineer-in-Charge with in all lead |
| 121 | In columns , pillars post and Strits upto floor two level. |
| 122 | Lintels,Beams ,Girders,bressumers and cantilevers in all heights from floor two level complete in all respect with in all leads and lifts. |
| 123 | Flat surfaces such as soffits of suspended floors, roofs, landing and the like floor etc up to 20 mm in thickness incluiding all leads and lifts complete in all respect. |
| 124 | Brick Work using common burnt clay building bricks (1st class) in superstructures in CM 1 : 6 (1 Cement :3 Sand) as per direction of Engineer-in-Charge with in all lead |
| 125 | 15 mm Cement plaster in single coat on the rough side of brick/ concrete/ stone walls for interior plastering upto floor two level including arises, internal rounded angles, chamfers and / or rounded angles not exceeding 80 mm in girth and finished even and smooth. Cement mortar (1:3) as per direction of Engineer-in-Charge with in all lead |
| 126 | Prov. & fixing cast iron cover for frame of internal size 560 mm dia. with frame (medium duty) within all leads & lifts (weight of cover & frame not less than 116 kg) as per direction of Engineer-in-Charge with in all lead |
| 127 | Providing and fixing steel bar cage for fastening of pump with piers of 300 mm dia of mesh size 50 mm x 50 mm as per direction of Engineer-in-Charge with in all lead |
| 128 | Steel work welded in built up sections , trusses & framed work i/c cutting , hoisting & fixing in position & applying a priming coatof red paint :- In grating, framed , guards, bars, ladders, railing, brackets & similar works. as per direction of Engineer-in-Charge with in all lead |
| 129 | Pdg & fixing ISMB 200 girder AS/ST.DES. including fixing as per direction of Engineer-in-Charge with in all lead |
| 130 | Providing and fixing 5.00 Ton Chain Pully / gantry of approved ISI make electrically operated alongwith all allied accessories complete within all leads & lifts as per entire satisfaction of Engineer in Charge as per direction of Engineer-in-Charge with in all lead |
| 131 | Laying jointing and testing of GI pipe for air blower pipe in all leads and lift as per direction and to the entire satisfaction of Engineer in Charge. 65 mm dia (M-class) |
| 132 | Providing and Fixing tube settler media (Hexagonal Type) in all leads and lift as per direction and to the entire satisfaction of Engineer in Charge. |
| 133 | Laying jointing and testing of GI pipe for outlet pipe scour pipe etc in all leads and lift as per direction and to the entire satisfaction of Engineer in Charge in all leads and lift as per direction and to the entire satisfaction of Engineer in Charge. 150 mm Dia (M Class) |
| 134 | Providing & Fixing of double flanged cast iron sluice valve of following dia class PN-1.0 of Bir make/Leader/Kartar of approved make confirming to IS 14846-2000 latest with upto date ammendment having seat pressure 10.20 kg/cm² as per direction and to the entire satisfaction in all lead & lifts as per the Direction of Engineer in Charge. 150 mm dia |
| 135 | Rising Mains :-Stage -Ist for Submercible Pumping Machinery. Excavation in foudation trenches etc. (for pipes and pits) in all kind of soil such, as pick work, jumper work saturated soil including bailing or pumping out water, blasting soft/hard rock or chiselling soft/hard rock where blasting is prohibited in all leads & lifts including timbering & dressing of sides levelling of beds to correct grade including shoring shuttering planking timbering and dewatering where ever required stacking usable/unusable material soil separately and after laying jointing and testing of pipes returning the usable soil in trenches in 15cm layers including consolidating of each deposited layer by ramming & watering & then disposing of all surplus excavated earth as direcred with in all leads & lifts including restoration of unmetalled surfaces to its original condition & including cost of a diversion for traffic night signals, fixing caution board crossing over trenches for access to houses fencing etc. as per direction of Engineer in Charge with in all leads and lifts. |
| 136 | Providing,Laying , jointing and testing and commissioning at site in trenches levelled ended BIS marked of GMSERW Pipe levelled edged conforming to IS/ ISO:3183-2012 or its equivalent specifications latest upto date ammendments of following mentoned grade, diameter and wall thickness in trenches having wall thickness and per mt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS Code in random lenghts of 5.5 to 6.5 mtr.The pipes ends shall be levelled suitable for butt welding including the cost of joining with butt welding (94% butt welding & 6% flanged) conforming to IS 816-1969 or latest as applicablee ends with upto date amendments (Leak Proof) in three layers at site of work with welding rods of standred make and all allied accessories whatever required for welding site ,tail pieces,tees,bends and other specials manufactured from parent tube as appilicable to the perticular reach & of approved specification as per the site conditions and cutting of pipes wherever required as per the site requirement including carriage in all leads and lifts and as directed by Engineer-in-Charge/The pipe shall have Zinc coating inside and outside conforming to IS/ISO-4736-1986 or latest with upto date conforme to BIS5822-1970 or latest with upto date ammendments with provision of Scour pipe after evry KM by providing Tee & sluice valve etc. complete to the entire satisfection of Engineer-in-Charge (Earth work shall be measured and paid for seperately) |
| 137 | Providing and laying MSERW Pipe 200 mm dia 4.80 mm wall thickness (L-210) |
| 138 | Providing & Fixing of Kirloskar/Leader make cast iron double flanged swing check type reflux valve having bye-pass arangement (to be provided on delivery side) of size one dia. Higher than pump size to delivery of pump and capable of with standing nominal seat pressure of 21 kg/cm2 of class ASA-150 as per BS-1868-API(600) |
| 139 | Providing and Fixing 200 mm dia C.I Valve |
| 140 | Providing /Fixing & Welding of MS Flange @ 6% of joints ,conforming to following tables as per (IS:6392-1971) latest with upto date ammendments) with plain end MSERW Pipe in requiset number of layers on both faces to make the joint leak proof (The cost of providing and laying of GMS Pipes to be measured and paid for seperately). The Welding of Flanges with Pipe Should conform to IS:816-1965 with electrode as per IS:814-1991 I/C required Nos. of Bolts & Nuts as per IS:1364-1967 & 3mm thick asbestos fibre jointing gasket conforming to IS:2712-1998. The work shall be done to the entire satisfaction of the Engineer in Charge with in all leads and lifts. |
| 141 | P/Fixing MS Flanges of Table-5- 200 mm dia |
| 142 | Providing & Fixing of Cast Iron air valve 40 mm dia .Double valve type with (Leader make) of class PN-10 having sheet pressue of 10 bar hyd or 11.22 kgs/cm sq in rising main complete in all respect as per direction of Engineer in Charge with in all Leads & Lifts. |
| 143 | P/Fixing Air Valve 40 mm dia |
| 144 | Booster Stage:- Providing ,Supplying & instaling of suitable Submersible pumping set of KSB/CALAMA/Johanson/SABAR/Oswal/Kirloskar make conforming to latest relevant BIS Code 8034-1976.The pump should be fitted with bronze impeller or suitable alloys suitable for handling clear water having greased packed bearings and shaft with wound startor on motor side and with soft protection motor of 3 star rating (water proof cage electric induction motor of 3 star rating (water proof type of required for 20 HP & 2900/1450 RPM of reputed make conforming to BIS 9283-1979 Latest with upto date amendments totaly dust and water proof for sumersible duly isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrist bearing plate to with stand non vertical loads with minimum wear and tear.It should also be fitted with a device to take up expansion of water with the heating of motor with automation system including. The power of electric motor/motors should be at least (+)10% in Excess of maximum power required by pump/pumps in the operation range of (+) 10% and (-) 15% of the duty point head.All Electrical equipments such as starter ICTP,Switches,MCB,Bush bar chamber,MCB,Panel board indicating lamps,Ammeter,Voltmeter,Hour run meter should be of electronic type campatible for automation based on SCADA,The pump set should include water level guard ,erreciton clamps,cable clips depth gauge ,NRV & Sluice valve (Cast Iron PN 1.6 Leader/Kirloskar & flanged GMS/GMSERW for lowering of column pipe. The work should be completed to the entire satisfection of the Engineer-in-Charge.The Rates are for complete job to run the machinery in proper working and should meet with requirements.etc.and suitable for operation on data given below :- It should also be fitted with a device to take up expension of water with the heating of motor:- The pump set should include water level guard errection clamps cable ,clip & depth gauge etc. suitable for operation on data given below Total Head:- 20.26 Mtrs (2 Nos working Pumps) Discharge:- 17.70 LPS |
| 145 | LIS Bag (RCC framed open intake structure & Desilting tank) Excavation in foundations, trenches etc., in earth work, lift upto 1.50 mts.stacking the excavated soil not more than 3 metres clear from the edge of excavation & returning the stacked soil in 15 cm.layers,when required into plinths sides of foundations etc. consolidating each depositrd layer by ramming & watering & then disposing of all surplus excavated earth as directed within a lead of 20 meters complete in all respect as per entire satisfaction of Engineer in Charge. |
| 146 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 40 mm nominal size) as per direction of Engineer-in-Charge with in all lead |
| 147 | Providing and laying cement concrete 1:5:10 ( 1 cement: 5 sand : 10 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth as per direction of Engineer-in-Charge with in all lead |
| 148 | Providing and laying cement concrete work using concrete mix of M-30 not less than 1:1.5:3 with graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in : Foundations, footings bases of columns and the like and mass concrete as per direction of Engineer-in-Charge with in all lead |
| 149 | Providing and laying cement concrete work using concrete mix of M-30 not less than 1:1.5:3 with graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in : Walls (any thickness but not less than 0.10 metre thickness) including attached pilasters buttersses, plinth and string courses etc. from top of foundation upto floor two level as per direction of Engineer-in-Charge with in all lead |
| 150 | Reinforced cement concrete work in suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stoneaggregate 20 mm nominal size).as per direction of Engineer-in-Charge with in all lead |
| 151 | Providing and laying cement concrete work using concrete mix of M-25 not less than 1:1.5:3 with graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in : Lintels, beams girders bressumers and cantilevers upto floor two level etc. as per direction of Engineer-in-Charge with in all lead |
| 152 | Providing and Laying Cement concrete flooring 1:2:4 ( 1 cement: 2 sand : 4 graded stone aggregate 20 mm nominal size) laid in one layer finished with a floating coat of neat cement. (40 mm thick )as per direction of Engineer-in-Charge with in all lead |
| 153 | Providing Tor steel reinforcement for RCC work i/c bending binding and placing in position comple upto floor two level as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lifts as per direction of Engineer-in-Charge with in all lead |
| 154 | Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm.so as to give a fair finish including centering, shuttering, strutting and propping etc with wooden batens and ballies,height of propping and centring below supporting floor to celing not exceeding 4 mtrs and removal of the same for insitu- reinforced concrete & plain concrete work in: |
| 155 | Foundation,Footing, and the like including attached pillasters buttresses, plinth and string courses and the like.as per direction of Engineer-in-Charge with in all lead |
| 156 | Vertical, surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like circular or curved in plan as per direction of Engineer-in-Charge with in all lead |
| 157 | In columns , pillars post and Strits upto floor two level. |
| 158 | Lintels,Beams ,Girders,bressumers and cantilevers in all heights from floor two level complete in all respect with in all leads and lifts. |
| 159 | Flat surfaces such as soffits of suspended floors, roofs, landing and the like floor etc up to 20 mm in thickness incluiding all leads and lifts complete in all respect. |
| 160 | Brick Work using common burnt clay building bricks (1st class) in superstructures in CM 1 : 6 (1 Cement :3 Sand) as per direction of Engineer-in-Charge with in all lead |
| 161 | 15 mm Cement plaster in single coat on the rough side of brick/ concrete/ stone walls for interior plastering upto floor two level including arises, internal rounded angles, chamfers and / or rounded angles not exceeding 80 mm in girth and finished even and smooth. Cement mortar (1:3) as per direction of Engineer-in-Charge with in all lead |
| 162 | Prov. & fixing cast iron cover for frame of internal size 560 mm dia. with frame (medium duty) within all leads & lifts (weight of cover & frame not less than 116 kg) as per direction of Engineer-in-Charge with in all lead |
| 163 | Providing and fixing steel bar cage for fastening of pump with piers of 300 mm dia of mesh size 50 mm x 50 mm as per direction of Engineer-in-Charge with in all lead |
| 164 | Steel work welded in built up sections , trusses & framed work i/c cutting , hoisting & fixing in position & applying a priming coatof red paint :- In grating, framed , guards, bars, ladders, railing, brackets & similar works. as per direction of Engineer-in-Charge with in all lead |
| 165 | Pdg & fixing ISMB 200 girder AS/ST.DES. including fixing as per direction of Engineer-in-Charge with in all lead |
| 166 | Providing and fixing 5.00 Ton Chain Pully / gantry of approved ISI make electrically operated alongwith all allied accessories complete within all leads & lifts as per entire satisfaction of Engineer in Charge as per direction of Engineer-in-Charge with in all lead |
| 167 | Laying jointing and testing of GI pipe for air blower pipe in all leads and lift as per direction and to the entire satisfaction of Engineer in Charge. 65 mm dia (M Class) |
| 168 | Providing and Fixing tube settler media (Hexagonal Type) in all leads and lift as per direction and to the entire satisfaction of Engineer in Charge. |
| 169 | Laying jointing and testing of GI pipe for outlet pipe scour pipe etc in all leads and lift as per direction and to the entire satisfaction of Engineer in Charge in all leads and lift as per direction and to the entire satisfaction of Engineer in Charge. 150 mm Dia (M Class) |
| 170 | Providing & Fixing of double flanged cast iron sluice valve of following dia class PN-1.0 of Bir make/Leader/Kartar of approved make confirming to IS 14846-2000 latest with upto date ammendment having seat pressure 10.20 kg/cm² as per direction and to the entire satisfaction in all lead & lifts as per the Direction of Engineer in Charge. 150 mm dia |
| 171 | Rising Mains :-Stage -Ist for Submercible Pumping Machinery. Excavation in foudation trenches etc. (for pipes and pits) in all kind of soil such, as pick work, jumper work saturated soil including bailing or pumping out water, blasting soft/hard rock or chiselling soft/hard rock where blasting is prohibited in all leads & lifts including timbering & dressing of sides levelling of beds to correct grade including shoring shuttering planking timbering and dewatering where ever required stacking usable/unusable material soil separately and after laying jointing and testing of pipes returning the usable soil in trenches in 15cm layers including consolidating of each deposited layer by ramming & watering & then disposing of all surplus excavated earth as direcred with in all leads & lifts including restoration of unmetalled surfaces to its original condition & including cost of a diversion for traffic night signals, fixing caution board crossing over trenches for access to houses fencing etc. as per direction of Engineer in Charge with in all leads and lifts. |
| 172 | Providing,Laying , jointing and testing and commissioning at site in trenches levelled ended BIS marked of GMSERW Pipe levelled edged conforming to IS/ ISO:3183-2012 or its equivalent specifications latest upto date ammendments of following mentoned grade, diameter and wall thickness in trenches having wall thickness and per mt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS Code in random lenghts of 5.5 to 6.5 mtr.The pipes ends shall be levelled suitable for butt welding including the cost of joining with butt welding (94% butt welding & 6% flanged) conforming to IS 816-1969 or latest as applicablee ends with upto date amendments (Leak Proof) in three layers at site of work with welding rods of standred make and all allied accessories whatever required for welding site ,tail pieces,tees,bends and other specials manufactured from parent tube as appilicable to the perticular reach & of approved specification as per the site conditions and cutting of pipes wherever required as per the site requirement including carriage in all leads and lifts and as directed by Engineer-in-Charge/The pipe shall have Zinc coating inside and outside conforming to IS/ISO-4736-1986 or latest with upto date conforme to BIS5822-1970 or latest with upto date ammendments with provision of Scour pipe after evry KM by providing Tee & sluice valve etc. complete to the entire satisfection of Engineer-in-Charge (Earth work shall be measured and paid for seperately) |
| 173 | Providing and laying MSERW Pipe 300 mm dia 4.80 mm wall thickness (L-210) |
| 174 | Providing & Fixing of Kirloskar/Leader make cast iron double flanged swing check type reflux valve having bye-pass arangement (to be provided on delivery side) of size one dia. Higher than pump size to delivery of pump and capable of with standing nominal seat pressure of 21 kg/cm2 of class ASA-150 as per BS-1868-API(600) |
| 175 | Providing and Fixing 300 mm dia C.I Valve |
| 176 | Providing /Fixing & Welding of MS Flange @ 6% of joints ,conforming to following tables as per (IS:6392-1971) latest with upto date ammendments) with plain end MSERW Pipe in requiset number of layers on both faces to make the joint leak proof (The cost of providing and laying of GMS Pipes to be measured and paid for seperately). The Welding of Flanges with Pipe Should conform to IS:816-1965 with electrode as per IS:814-1991 I/C required Nos. of Bolts & Nuts as per IS:1364-1967 & 3mm thick asbestos fibre jointing gasket conforming to IS:2712-1998. The work shall be done to the entire satisfaction of the Engineer in Charge with in all leads and lifts. |
| 177 | P/Fixing MS Flanges of Table-5- 300 mm dia |
| 178 | Providing & Fixing of Cast Iron air valve 40 mm dia .Double valve type with (Leader make) of class PN-10 having sheet pressue of 10 bar hyd or 11.22 kgs/cm sq in rising main complete in all respect as per direction of Engineer in Charge with in all Leads & Lifts. |
| 179 | P/Fixing Air Valve 40 mm dia |
| 180 | Booster Stage:- Providing ,Supplying & instaling of suitable Submersible pumping set of KSB/CALAMA/Johanson/SABAR/Oswal/Kirloskar make conforming to latest relevant BIS Code 8034-1976.The pump should be fitted with bronze impeller or suitable alloys suitable for handling clear water having greased packed bearings and shaft with wound startor on motor side and with soft protection motor of 3 star rating (water proof cage electric induction motor of 3 star rating (water proof type of required for 75 HP & 2900/1450 RPM of reputed make conforming to BIS 9283-1979 Latest with upto date amendments totaly dust and water proof for sumersible duly isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrist bearing plate to with stand non vertical loads with minimum wear and tear.It should also be fitted with a device to take up expansion of water with the heating of motor with automation system including. The power of electric motor/motors should be at least (+)10% in Excess of maximum power required by pump/pumps in the operation range of (+) 10% and (-) 15% of the duty point head.All Electrical equipments such as starter ICTP,Switches,MCB,Bush bar chamber,MCB,Panel board indicating lamps,Ammeter,Voltmeter,Hour run meter should be of electronic type campatible for automation based on SCADA,The pump set should include water level guard ,erreciton clamps,cable clips depth gauge ,NRV & Sluice valve (Cast Iron PN 1.6 Leader/Kirloskar & flanged GMS/GMSERW for lowering of column pipe. The work should be completed to the entire satisfection of the Engineer-in-Charge.The Rates are for complete job to run the machinery in proper working and should meet with requirements.etc.and suitable for operation on data given below :- It should also be fitted with a device to take up expension of water with the heating of motor:- The pump set should include water level guard errection clamps cable ,clip & depth gauge etc. suitable for operation on data given below Total Head:- 36.89 Mtrs (2 Nos working Pumps) Discharge:- 34.50 LPS |
| 181 | LWSS Bag-Alampur (RCC Framed open intake structure) Excavation in foundations, trenches etc., in earth work, lift upto 1.50 mts.stacking the excavated soil not more than 3 metres clear from the edge of excavation & returning the stacked soil in 15 cm.layers,when required into plinths sides of foundations etc. consolidating each depositrd layer by ramming & watering & then disposing of all surplus excavated earth as directed within a lead of 20 meters complete in all respect as per entire satisfaction of Engineer in Charge. |
| 182 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 40 mm nominal size) as per direction of Engineer-in-Charge with in all lead |
| 183 | Providing and laying cement concrete work using concrete mix of M-30 not less than 1:1.5:3 with graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in : Foundations, footings bases of columns and the like and mass concrete as per direction of Engineer-in-Charge with in all lead |
| 184 | Providing and laying cement concrete work using concrete mix of M-30 not less than 1:1.5:3 with graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in : Walls (any thickness but not less than 0.10 metre thickness) including attached pilasters buttersses, plinth and string courses etc. from top of foundation upto floor two level as per direction of Engineer-in-Charge with in all lead |
| 185 | Providing and laying cement concrete work using concrete mix of M-25 not less than 1:1.5:3 with graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in : Lintels, beams girders bressumers and cantilevers upto floor two level etc. as per direction of Engineer-in-Charge with in all lead |
| 186 | Providing and Laying Cement concrete flooring 1:2:4 ( 1 cement: 2 sand : 4 graded stone aggregate 20 mm nominal size) laid in one layer finished with a floating coat of neat cement. (40 mm thick )as per direction of Engineer-in-Charge with in all lead |
| 187 | Providing Tor steel reinforcement for RCC work i/c bending binding and placing in position comple upto floor two level as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lifts as per direction of Engineer-in-Charge with in all lead |
| 188 | Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm.so as to give a fair finish including centering, shuttering, strutting and propping etc with wooden batens and ballies,height of propping and centring below supporting floor to celing not exceeding 4 mtrs and removal of the same for insitu- reinforced concrete & plain concrete work in: |
| 189 | Foundation,Footing, and the like including attached pillasters buttresses, plinth and string courses and the like.as per direction of Engineer-in-Charge with in all lead |
| 190 | In columns , pillars post and Strits upto floor two level. |
| 191 | Lintels,Beams ,Girders,bressumers and cantilevers in all heights from floor two level complete in all respect with in all leads and lifts. |
| 192 | Flat surfaces such as soffits of suspended floors, roofs, landing and the like floor etc up to 20 mm in thickness incluiding all leads and lifts complete in all respect. |
| 193 | Brick Work using common burnt clay building bricks (1st class) in superstructures in CM 1 : 6 (1 Cement :3 Sand) as per direction of Engineer-in-Charge with in all lead |
| 194 | 15 mm Cement plaster in single coat on the rough side of brick/ concrete/ stone walls for interior plastering upto floor two level including arises, internal rounded angles, chamfers and / or rounded angles not exceeding 80 mm in girth and finished even and smooth. Cement mortar (1:3) as per direction of Engineer-in-Charge with in all lead |
| 195 | Prov. & fixing cast iron cover for frame of internal size 560 mm dia. with frame (medium duty) within all leads & lifts (weight of cover & frame not less than 116 kg) as per direction of Engineer-in-Charge with in all lead |
| 196 | Providing and fixing steel bar cage for fastening of pump with piers of 300 mm dia of mesh size 50 mm x 50 mm as per direction of Engineer-in-Charge with in all lead |
| 197 | Steel work welded in built up sections , trusses & framed work i/c cutting , hoisting & fixing in position & applying a priming coatof red paint :- In grating, framed , guards, bars, ladders, railing, brackets & similar works. as per direction of Engineer-in-Charge with in all lead |
| 198 | Pdg & fixing ISMB 200 girder AS/ST.DES. including fixing as per direction of Engineer-in-Charge with in all lead |
| 199 | Providing and fixing 5.00 Ton Chain Pully / gantry of approved ISI make electrically operated alongwith all allied accessories complete within all leads & lifts as per entire satisfaction of Engineer in Charge as per direction of Engineer-in-Charge with in all lead |
| 200 | Rising Mains :-& Pumping Machinery. Excavation in foudation trenches etc. (for pipes and pits) in all kind of soil such, as pick work, jumper work saturated soil including bailing or pumping out water, blasting soft/hard rock or chiselling soft/hard rock where blasting is prohibited in all leads & lifts including timbering & dressing of sides levelling of beds to correct grade including shoring shuttering planking timbering and dewatering where ever required stacking usable/unusable material soil separately and after laying jointing and testing of pipes returning the usable soil in trenches in 15cm layers including consolidating of each deposited layer by ramming & watering & then disposing of all surplus excavated earth as direcred with in all leads & lifts including restoration of unmetalled surfaces to its original condition & including cost of a diversion for traffic night signals, fixing caution board crossing over trenches for access to houses fencing etc. as per direction of Engineer in Charge with in all leads and lifts. |
| 201 | Laying, jointing & testing of GMS pipe as per IS1239-2012 with upto date amendments (plain ended pipe) with circumfrential butt welded joints by electrical arc welding (94% welding and 6%flanged joint ) with minimum two layers capable to withstand required test pressure (minimum welding thickness shall be equal to pipe wall thickness) including manufacturing and fabrication of reducers/ tapers, all short pieces, bends of required degrees as per site requirement made from parent tubes. The laying of pipe shall also include intermediate flanged joints spaced at an interval of 16 pipe lengths or where ever required as per direction of the Engineer-in-charge duly welded in three layers (two for outer & one on inner side) and all other operations such as cutting, welding, jointing, fabrication of bends, tees etc , lowering and laying in excavated trench to ensure required level including flushing, cleaning and hydraulic testing complete in all respects & to the entire satisfaction of the Engineer in charge (Earth work in trenches and the cost of providing and fixing of flanges i/c nut & bolts, gasket will be measured and paid for separately).The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The damaged portion of the pipes and all the specials ( If damaged during laying & jointing operation of pipe) made form the parent tube shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing, D.P. test of butt welded joints complete in all respect and to the best satisfaction & direction of Engineer in charge with in all leads and lifts. |
| 202 | Laying & Jointing of 150 mm dia G I pipe (Medium Class) |
| 203 | Providing & Fixing of Kirloskar/Leader make cast iron double flanged swing check type reflux valve having bye-pass arangement (to be provided on delivery side) of size one dia. Higher than pump size to delivery of pump and capable of with standing nominal seat pressure of 21 kg/cm2 of class ASA-150 as per BS-1868-API(600) or latest ammendments. |
| 204 | Providing and Fixing 150 mm dia NRV/Reflux valve |
| 205 | Providing /Fixing & Welding of MS Flange @ 6% of joints ,conforming to following tables as per (IS:6392-1971) latest with upto date ammendments) with plain end MSERW Pipe in requiset number of layers on both faces to make the joint leak proof (The cost of providing and laying of GMS Pipes to be measured and paid for seperately). The Welding of Flanges with Pipe Should conform to IS:816-1965 with electrode as per IS:814-1991 I/C required Nos. of Bolts & Nuts as per IS:1364-1967 & 3mm thick asbestos fibre jointing gasket conforming to IS:2712-1998. The work shall be done to the entire satisfaction of the Engineer in Charge with in all leads and lifts. |
| 206 | P/Fixing MS Flanges of Table-5- 150 mm dia |
| 207 | P/Fixing MS Flanges of Table-17- 150 mm dia |
| 208 | Providing & Fixing of Cast Iron air valve 40 mm dia .Double valve type with (Leader make) of class PN-10 having sheet pressue of 10 bar hyd or 11.22 kgs/cm sq in rising main complete in all respect as per direction of Engineer in Charge with in all Leads & Lifts. |
| 209 | P/Fixing Air Valve 40 mm dia |
| 210 | Booster Stage:- Providing ,Supplying & instaling of suitable Submersible pumping set of KSB/CALAMA/Johanson/SABAR/Oswal/Kirloskar make conforming to latest relevant BIS Code 8034-1976.The pump should be fitted with bronze impeller or suitable alloys suitable for handling clear water having greased packed bearings and shaft with wound startor on motor side and with soft protection motor of 3 star rating (water proof cage electric induction motor of 3 star rating (water proof type of required for 90 HP & 2900/1450 RPM of reputed make conforming to BIS 9283-1979 Latest with upto date amendments totaly dust and water proof for sumersible duly isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrist bearing plate to with stand non vertical loads with minimum wear and tear.It should also be fitted with a device to take up expansion of water with the heating of motor with automation system including. The power of electric motor/motors should be at least (+)10% in Excess of maximum power required by pump/pumps in the operation range of (+) 10% and (-) 15% of the duty point head.All Electrical equipments such as starter ICTP,Switches,MCB,Bush bar chamber,MCB,Panel board indicating lamps,Ammeter,Voltmeter,Hour run meter should be of electronic type campatible for automation based on SCADA,The pump set should include water level guard ,erreciton clamps,cable clips depth gauge ,NRV & Sluice valve (Cast Iron PN 1.6 Leader/Kirloskar & flanged GMS/GMSERW for lowering of column pipe. The work should be completed to the entire satisfection of the Engineer-in-Charge.The Rates are for complete job to run the machinery in proper working and should meet with requirements.etc.and suitable for operation on data given below :- It should also be fitted with a device to take up expension of water with the heating of motor:- The pump set should include water level guard errection clamps cable ,clip & depth gauge etc. suitable for operation on data given below Total Head:- 32.26 Mtrs (1 working + 1 Standbye) Discharge:- 18.54 LPS |
| 211 | Supply ,Installation ,Testing & Commissioning of horizontal spindle, horizontal/ radial split casing/end suctions (back pull out arrangement)single/double/multistage centrifugal pump suitable for operation, in parallel of recommended make such as Mather and platt/KSB/Kirloskar/Jyoti /Beaconweir BS&BE OR any other approved make by JSV HP confirming to BIS-1520-1980 with upto date ammendments, read with IS:9137-1978 suitable for lifting clear water for under mentioned characteristics with 2.5% Nickel impellers, dia of priming funnels, casing ring and shaft sleeves, shaft of SS:410/AIS 1431 Chromein plated with cast iron casing coupled directly through a flexible coupling on a Common MS base plate to squirrel cage induction motor TEFC type energy efficient motor minimum IE2 compliance confirming IS 12615-2018 with uptodate ammendmends of standard make such as Kirloskar/BHEL/ Crompton/NGEF/GEC/Siemens/ Jyoti/Area Brown Boven/ABB/CGL and suitable for operation on 415 (+)(-)15% Volt, 50 cycles/second 3 phase AC electric supply. The power of electric motor/motors should be at least (+) 10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-) 15% of the duty point head. The motor/motors should be as per IS: 325-1978 with upto date amendments read with IS:900-1972. Total Head:- 56.59 Mtrs (1 working + 1 Standbye) Discharge:- 17.77 LPS |
| 212 | WATER TREATMENT PLANT (W.T.P) Design and construction ,Testing and commissioning of Water Treatment Plant 0.70 MLD :- Design, Construction, Installation, testing and commissioning of water treatment plant 0.70 MLD based on Rapid sand filter including cost of site development including retaining walls & breast walls to adjust hydraulic levels as per contour plan and structural requirements, cost of construction of civil works, hoisting and errection of all steel works, providing and installation of all mechanical Electrical equipments/accessories, laying of all interconnecting GI/MSERW pipes and scouring arragements from all units with disposal of the same to appropriate place i.e. nearby nallah/khud/natural drainage, all types of valves, fittings and all contingent works at Beas River (Location) capable of taking input and giving output as laid down in chapter-I of CPHEEO manual under all climatic conditions specified therein. The treatment plant includes C/O Inlet chamber, Raw water tank, Cascade Aerator,parshall flume, PST With tube settler, flash mixer, Clariflocculator , Rapid Sand Filter, back wash tank,clear water tank, Alum & Lime solution Tanks complete mixing arrangement and boundary wall with fencing Panels within the boundary limit of plant , drainage channel, interconnecting path (Minimum 1.20 metre wide) chemical house, chemical handling and feeding arrangements , Plant building comprising with office,(100.00sqmt. plinth area excluding internal staircase (50 Sqmt area in each Floor)) . Providing and fixing of lightening arrangements (LED) lights made in the boundary unit of plant area, Providing and fixing all electrical/Mechanical equipments, proper walk way for Inspection/ operation of various units or any other unit or structure required to make plant fully functional. Sizes shall be based on manual of water supply and treatment published by CPHEEO, Ministry of Urban development (GOI) New Delhi. The design of various units shall conform to relevant Codes and specifications. All the hydraulic stuctuctures shall be designed and constructed in RCC M30 design shall be carried out as per Data sheet No. 2 specifications. All the structure shall be designed for uplift pressure encountred at footing as per contour plan uploaded, suitable protection structure shall be designed and provided to avoid direct entry of HFL water within treatment premises.The contractor shall provide 3 sets of approved drawing and design with one soft copy to the department. On the completion of all civil,mechanical and electrical works, the contractor shall test and run the plant for 3 months ( Refer to Data Sheet No.1) |
| 213 | Providing and Fixing, Installation & commisioning of ALFA HF 12 UV (Ultra Violet) plant with automatic ,cleaning wiper for 45.90 mm cum/Hr capacity water,completed in all respect as per the direction of the Engineer in charge with in all leads and lifts. ( Refer to Data Sheet No.2) |
| 214 | Providing and Fixing, Installation & commisioning of ALFA HF 12 UV (Ultra Violet) plant with automatic ,cleaning wiper for 91.82cum/Hr capacity water,completed in all respect as per the direction of the Engineer in charge with in all leads and lifts. ( Refer to Data Sheet No.2) |
| 215 | THRUST BLOCK:- Excavation in foudation trenches etc. (for pipes and pits) in all kind of soil such, as pick work, jumper work saturated soil including bailing or pumping out water, blasting soft/hard rock or chiselling soft/hard rock where blasting is prohibited in all leads & lifts including timbering & dressing of sides levelling of beds to correct grade including shoring shuttering planking timbering and dewatering where ever required stacking usable/unusable material soil separately and after laying jointing and testing of pipes returning the usable soil in trenches in 15cm layers including consolidating of each deposited layer by ramming & watering & then disposing of all surplus excavated earth as direcred with in all leads & lifts including restoration of unmetalled surfaces to its original condition & including cost of a diversion for traffic night signals, fixing caution board crossing over trenches for access to houses fencing etc. as per direction of Engineer in Charge with in all leads and lifts. |
| 216 | Providing & Laying cement concrete 1:4:8 ( 1 cement :4 approved sand :8 approved graded stone aggregate 40mm nominal size ) & curing complete centring and shuttering form work in foundation and plinth as per direction of Engineer-in-Charge with in all lead and lifts. |
| 217 | Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm.so as to give a fair finish including centering, shuttering, strutting and propping etc with wooden batens and ballies,height of propping and centring below supporting floor to celing not exceeding 4 mtrs and removal of the same for insitu- reinforced concrete & plain concrete work in: |
| 218 | Vertical, surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like circular or curved in plan as per direction of Engineer-in-Charge with in all lead |
| 219 | Providing and laying cement concrete 1:2:4(1cement:2sand:4 graded stone aggregate 20mm nominal size)and curing complete excluding the cost of form work in foundation and Plinth in all leads and lifts and as per direction of the Engineer-in-Charge. |
| 220 | Providing Tor steel reinforcement for RCC work i/c bending binding and placing in position comple upto floor two level as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lifts as per direction of Engineer-in-Charge with in all lead |
| 221 | LIS Jagroopnagar (Desilting tank) Excavation in foundations, trenches etc., in earth work, lift upto 1.50 mts.stacking the excavated soil not more than 3 metres clear from the edge of excavation & returning the stacked soil in 15 cm.layers,when required into plinths sides of foundations etc. consolidating each depositrd layer by ramming & watering & then disposing of all surplus excavated earth as directed within a lead of 20 meters complete in all respect as per entire satisfaction of Engineer in Charge. |
| 222 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand): 6 graded stone aggregate 40 mm nominal size) as per direction of Engineer-in-Charge with in all lead |
| 223 | Providing and laying cement concrete 1:5:10 ( 1 cement: 5 sand : 10 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth as per direction of Engineer-in-Charge with in all lead |
| 224 | Providing and laying cement concrete work using concrete mix of M-30 not less than 1:1.5:3 with graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in : Foundations, footings bases of columns and the like and mass concrete as per direction of Engineer-in-Charge with in all lead |
| 225 | Providing and laying cement concrete work using concrete mix of M-30 not less than 1:1.5:3 with graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in : Walls (any thickness but not less than 0.10 metre thickness) including attached pilasters buttersses, plinth and string courses etc. from top of foundation upto floor two level as per direction of Engineer-in-Charge with in all lead |
| 226 | Reinforced cement concrete work in suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stoneaggregate 20 mm nominal size).as per direction of Engineer-in-Charge with in all lead |
| 227 | Providing Tor steel reinforcement for RCC work i/c bending binding and placing in position comple upto floor two level as per direction and to the entire satisfaction of Engineer-in-charge upto all lead and lifts as per direction of Engineer-in-Charge with in all lead |
| 228 | Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm.so as to give a fair finish including centering, shuttering, strutting and propping etc with wooden batens and ballies,height of propping and centring below supporting floor to celing not exceeding 4 mtrs and removal of the same for insitu- reinforced concrete & plain concrete work in: |
| 229 | Vertical, surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like circular or curved in plan as per direction of Engineer-in-Charge with in all lead |
| 230 | Laying jointing and testing of GI pipe for air blower pipe in all leads and lift as per direction and to the entire satisfaction of Engineer in Charge. 65 mm dia |
| 231 | Providing and Fixing tube settler media (Hexagonal Type) in all leads and lift as per direction and to the entire satisfaction of Engineer in Charge. |
| 232 | Laying jointing and testing of GI pipe for outlet pipe scour pipe etc in all leads and lift as per direction and to the entire satisfaction of Engineer in Charge in all leads and lift as per direction and to the entire satisfaction of Engineer in Charge. 150 mm Dia |
| 233 | Providing & Fixing of double flanged cast iron sluice valve of following dia class PN-1.0 of Bir make/Leader/Kartar of approved make confirming to IS 14846-2000 latest with upto date ammendment having seat pressure 10.20 kg/cm² as per direction and to the entire satisfaction in all lead & lifts as per the Direction of Engineer in Charge. 150 mm dia |
| 234 | Rising Mains :-Stage -Ist for Submercible Pumping Machinery. Excavation in foudation trenches etc. (for pipes and pits) in all kind of soil such, as pick work, jumper work saturated soil including bailing or pumping out water, blasting soft/hard rock or chiselling soft/hard rock where blasting is prohibited in all leads & lifts including timbering & dressing of sides levelling of beds to correct grade including shoring shuttering planking timbering and dewatering where ever required stacking usable/unusable material soil separately and after laying jointing and testing of pipes returning the usable soil in trenches in 15cm layers including consolidating of each deposited layer by ramming & watering & then disposing of all surplus excavated earth as direcred with in all leads & lifts including restoration of unmetalled surfaces to its original condition & including cost of a diversion for traffic night signals, fixing caution board crossing over trenches for access to houses fencing etc. as per direction of Engineer in Charge with in all leads and lifts. |
| 235 | Providing,Laying , jointing and testing and commissioning at site in trenches levelled ended BIS marked of GMSERW Pipe levelled edged conforming to IS/ ISO:3183-2012 or its equivalent specifications latest upto date ammendments of following mentoned grade, diameter and wall thickness in trenches having wall thickness and per mt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS Code in random lenghts of 5.5 to 6.5 mtr.The pipes ends shall be levelled suitable for butt welding including the cost of joining with butt welding (94% butt welding & 6% flanged) conforming to IS 816-1969 or latest as applicablee ends with upto date amendments (Leak Proof) in three layers at site of work with welding rods of standred make and all allied accessories whatever required for welding site ,tail pieces,tees,bends and other specials manufactured from parent tube as appilicable to the perticular reach & of approved specification as per the site conditions and cutting of pipes wherever required as per the site requirement including carriage in all leads and lifts and as directed by Engineer-in-Charge/The pipe shall have Zinc coating inside and outside conforming to IS/ISO-4736-1986 or latest with upto date conforme to BIS5822-1970 or latest with upto date ammendments with provision of Scour pipe after evry KM by providing Tee & sluice valve etc. complete to the entire satisfection of Engineer-in-Charge (Earth work shall be measured and paid for seperately) |
| 236 | Providing and laying MSERW Pipe 350 mm dia 4.80 mm wall thickness (L-210) |
| 237 | Providing & Fixing of Kirloskar/Leader make cast iron double flanged swing check type reflux valve having bye-pass arangement (to be provided on delivery side) of size one dia. Higher than pump size to delivery of pump and capable of with standing nominal seat pressure of 21 kg/cm2 of class ASA-150 as per BS-1868-API(600) |
| 238 | Providing and Fixing 350 mm dia NRV/Reflux valve |
| 239 | Providing /Fixing & Welding of MS Flange @ 6% of joints ,conforming to following tables as per (IS:6392-1971) latest with upto date ammendments) with plain end MSERW Pipe in requiset number of layers on both faces to make the joint leak proof (The cost of providing and laying of GMS Pipes to be measured and paid for seperately). The Welding of Flanges with Pipe Should conform to IS:816-1965 with electrode as per IS:814-1991 I/C required Nos. of Bolts & Nuts as per IS:1364-1967 & 3mm thick asbestos fibre jointing gasket conforming to IS:2712-1998. The work shall be done to the entire satisfaction of the Engineer in Charge with in all leads and lifts. |
| 240 | P/Fixing MS Flanges of Table-5- 350 mm dia |
| 241 | Providing & Fixing of Cast Iron air valve 40 mm dia .Double valve type with (Leader make) of class PN-10 having sheet pressue of 10 bar hyd or 11.22 kgs/cm sq in rising main complete in all respect as per direction of Engineer in Charge with in all Leads & Lifts. |
| 242 | P/Fixing Air Valve 40 mm dia |
| 243 | Booster Stage:- Providing ,Supplying & instaling of suitable Submersible pumping set of KSB/CALAMA/Johanson/SABAR/Oswal/Kirloskar make conforming to latest relevant BIS Code 8034-1976.The pump should be fitted with bronze impeller or suitable alloys suitable for handling clear water having greased packed bearings and shaft with wound startor on motor side and with soft protection motor of 3 star rating (water proof cage electric induction motor of 3 star rating (water proof type of required for 75 HP & 2900/1450 RPM of reputed make conforming to BIS 9283-1979 Latest with upto date amendments totaly dust and water proof for sumersible duly isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrist bearing plate to with stand non vertical loads with minimum wear and tear.It should also be fitted with a device to take up expansion of water with the heating of motor with automation system including. The power of electric motor/motors should be at least (+)10% in Excess of maximum power required by pump/pumps in the operation range of (+) 10% and (-) 15% of the duty point head.All Electrical equipments such as starter ICTP,Switches,MCB,Bush bar chamber,MCB,Panel board indicating lamps,Ammeter,Voltmeter,Hour run meter should be of electronic type campatible for automation based on SCADA,The pump set should include water level guard ,erreciton clamps,cable clips depth gauge ,NRV & Sluice valve (Cast Iron PN 1.6 Leader/Kirloskar & flanged GMS/GMSERW for lowering of column pipe. The work should be completed to the entire satisfection of the Engineer-in-Charge.The Rates are for complete job to run the machinery in proper working and should meet with requirements.etc.and suitable for operation on data given below :- It should also be fitted with a device to take up expension of water with the heating of motor:- The pump set should include water level guard errection clamps cable ,clip & depth gauge etc. suitable for operation on data given below:- Total Head:- 29.73 Mtrs (2 Nos. working Pumps) Discharge:- 43.18 LPS Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 03, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysAug 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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