Improvement Of Irrigation Scheme Of Village Ispur, T / Well 91 Bhadsali, T / Well 45 Bhadsali, T / Well 57 Bhadera, T / Well 59 Badhera, T / Well 40 ( A ) Dharampur, T / Well Sansowal T / Well At Samnal ( Sh C / O Pump House ( Additional Room )
Tender Value
16.28 Lakhs
Estimated cost
Bid Submission
20 Apr 2022
0 days left
EMD
31930
Bank guarantee accepted
Document Fee
400
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
dharampur → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Improvement Of Irrigation Scheme Of Village Ispur, T / Well 91 Bhadsali, T / Well 45 Bhadsali, T / Well 57 Bhadera, T / Well 59 Badhera, T / Well 40 ( A ) Dharampur, T / Well Sansowal T / Well At Samnal ( Sh C / O Pump House ( Additional Room ) C / O Of Pump House. Laying Of Rising Main, Supply And Errection Of Pumping Machinery With Allied Accessories, P / L Of Distribution System, C / O D / Tank, C / O Out Lets C / O Of Boundary Wall Providing Internal Etc
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundation and trenchesup to all depths and in all classification of earth work such as Pick work, Jumper work, chiselling or wedging out of soft and hard rock as blasting is prohibited, saturated soil including bailing or pumping out of water, including cutting of bitumenous/concrete surface wherever required,in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting , planking, timbering and dewatering where ever required. Stacking usable and unusable material /soil seperataly and after laying, jointing and testing of pipes (for pipes, Pipe duct, chambers, x-sings etc.), returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/ liftsand including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per direction of the Engineer-in-charge. |
| 2 | Laying,Jointing and Testing in trenches Galvanized mild steel flanged/butt welded pipeof below mentioned dia and grade conforming to IS 1239-2004 (with latest ammendments The M.S. flanges are to be provided 10% of total joints as per table below conforming to 6392-1971 ( Latest uptodate ammendments) and welding of M.S. flanges with pipe as per IS: 816-1965 with electrode as per IS: 814-1967 including required Nos. and size of M.S. nuts and bolts as per IS: 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3mm thick as per IS: 27121-1965. The welding of flanges to be done on both faces in three layersin each face to make the joints leak proof including all kind of specials such as bends of all degree to be made from parent tube, short pieces, tail pieces all made from parent tube and to the entire satisfaction of enginer-in-charge. The pipes end should be bevelled suitable for butt welding. The circumferencial butt welded joints ( 90% of the total joints) by electrical arc welding to following dia & class pipes,welding of pipes to be done in three layers to make the joints leakproof andto achieve the minimum effective throat thickness of weld conforming to IS- 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani oerlikon (Adore)-CITOJET/ESAB make, conforming to IS 814-1991, at site of work complete in all respects and including DPT test for joints &manual/mechnical handing of pipes. The laying of pipe shall confirm to BIS-5822 (withlatest ammendments uptodate), including all kind of specials such as bends of all degree to be made from parent tube, short pieces, tail pieces all made from parent tube within all leads and lifts. ( Earth work in trenches, M.S. flanges and butt welded joints to be measured and paid for separately) |
| 3 | 150mm dia GMS (M) |
| 4 | Providing and weldingM.S. flanges @5% of total joints, conforming to following tables as per IS: 6392-1971 (Latest with upto date amendments) with plain end GMS/MSERW pipe in requsite 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 seprately). The welding of flanges should conform to IS:816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. including cost of gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00 mm conforming to IS 2712-1998. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts.tion of Engineer-in-Charge. |
| 5 | 150mm dia T-5 |
| 6 | Providing circumferential butt welded joints @95% by electrical arc welding to GMSpipe, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodesof 2.5mm to 6.3mm of Advani Oerilikon (Adore)-CITOJET/ES/ESAB make,conforming to IS 814-1991, include Die pentration test,at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge. |
| 7 | 150mm dia |
| 8 | Supply ofsubmersiblepumping set of reputed make such as KSB/ Calama / BS/ Worthigton / Sabar/ Seerex /Johnston / Amrut/ lubi/ Hindustan/Groundfosconfirming to latest relevent BIS . The pump should be fitted with free fine impellers of suitable alloys as per BIS ; 5659-1978 with upto date amendments, suitable for raw / clear water having greased packed bearing and shell with wound stator on motor side and with shaft protection on pump side ensuring better life for shaft conforming to BIS specifications. The pump shall be directly coupled to submersible motor of same as that of offered submersible pump make confirming to BIS ;9283-1979 with upto date amendments, totally dust and water proof for submersible pump, duly isolated from the pump by intermediate casing with doublemechanicalseal in oil chamber and grease packed, lubricated bearing and provided with stainless steel thrust bearing plate to withstand non vertical loads with minimum weartear.It should also be fitted with a device to make up expantion of water with heating of motor. The pumpset should include water level guard i/c cable ,errection clamps, cable clips and depth gauge etc. and suitable for opertion on data given below. a Pumps :- Specifications i) Makeii) Modeliii)No. of stages iv) Manufacter\"s certificate to be attached Performancei) Dischargeii) Head iii) Efficiency of Pump a) Duty Headb) (+) 10% Duty Head.c) (-) 15% Duty Headd)Performance curve to be attachedb) Motors; Specification i) Make ii) Model iii) B.H.P iv) Speedv) Insulation |
| 9 | Discharge, (Q)18.90 LPS |
| 10 | Total Head ( H ) 104.10 Mts. |
| 11 | a) SWL in Tubewell =22.00 Mtr. bgl. |
| 12 | c) R.L. point of discharge = 336.88Mtr. |
| 13 | d) Seasonal fluctuation + draught condition + bowl assembly. 9.0 Mtrs. |
| 14 | e) Drawdown in Tubewell 15.0 Mtrs. |
| 15 | f) R.L of lowest point of pumpset installation = 254.0 Mtrs. |
| 16 | g) Static Column lift = 46.00 Mtrs. |
| 17 | Rising main. Column Pipe. |
| 18 | Length 990 Mtrs.Length 46.00 mtrr. |
| 19 | Dia meter 150mmDia 125 mm |
| 20 | Class GMS ( M)Class GMS. (M) |
| 21 | Pumping hours20 hours |
| 22 | Altitude of installations above M.S.L.__________mtr. |
| 23 | Characteristic of water. |
| 24 | a) Temperature _______ Deg Cel. |
| 25 | b) Turbidity________JTU. |
| 26 | c) Allkanity. ___________mg/ l Ca Co3 |
| 27 | d) Size of solids____________mm |
| 28 | e) others |
| 29 | Depth of T/wellmtr. |
| 30 | Dia of T/ well assembly 200mm. |
| 31 | Length of assembly pipe. |
| 32 | Dia of housing pipe300 mm. |
| 33 | Length of housing pipe |
| 34 | OPERATINGCONDITIONS. |
| 35 | Type of Current :-A.C.Three Phase. |
| 36 | Frequency:- 50 Cycles /Sec. |
| 37 | Rated Voltage 415 +/- 15 % Volts. |
| 38 | System of earthing: Double Loop earthing as per BIS 3843-1987 Latest. |
| 39 | Speed of Revolution____________ RPM 2900 |
| 40 | MOTOR. |
| 41 | Ref. to BIS code BIS 9283-1979 with upto date amendments. |
| 42 | Type of enclosure of motor: As per BIS ; 4691-1985 ( latest ) |
| 43 | Mechanical out put in H.P. |
| 44 | Class of insulation:Class B |
| 45 | The motor should be able to withstand initial current of 2.50 times the rated current for two minutes without suffering damages of permanent deformations. |
| 46 | PUMP |
| 47 | Ref. to BIS code ;BIS ; 5659-1978 with upto date amendments. |
| 48 | Drive Type: Electric driven. |
| 49 | Operating Range: -15 % to+10 % of Total head at duty point. |
| 50 | Deliver size of Pump :________( To be quoted by tenderer.) |
| 51 | Providing ICTP Main Switch with HRC fuses ofL&T/ Havells /Standard/ Kilburn Siemens make and having capacity 30%extra of the operational rating as per IS : 13947-P I & II with upto date amendments. |
| 52 | ProvidingMSSheetsteel fabricated floor mounted closed ( Almirah type ) switch board including angle iron post of suitable height and size ISA 40x40x6 mm duly painted with sheet of 16 gauge comprising and capable of mounting the following accessories with all internal connections.. |
| 53 | a) MCB of kilburn / L&T/ Havells/Standard make of suitable capacity on incoming feeder with or withoutintial oil filling asthe case may be with neutral linked under voltagereleases as per IS ; 2516-1985 with upto date amendments. |
| 54 | ii) ELCB of recommendedmakeL&T / Havellsas per IS ; 2516-1985 with up to date ammendments and of suitable range which should have control box , operating handle & trip / reset bush button on / off of indicators, reindicating off springcondition of the circuit breaker for over current protection.The circuit should be equiped with magnet thermal releasewith metallic tape CTS. It shouldalso be fitted with earth fault for tripping of breakeron occurence of Earth fault. |
| 55 | iii) The voltage monitor Relay 3 phase with all protection and usual indicator and electric siren against single phasing, low voltage, high voltage,reverse phasing,overloading and phase voltage difference as per IS; 3842 ( Latest Edition ) |
| 56 | b) A.C. supply,voltmeter of recommended make A.E / L&T of suitable range with selector switches as per IS ;1248-1983 with latest amendments. |
| 57 | c) AC supply ammeter of A.E/ L&T make of suitable range with selector switches and CIS operated as per IS :1248 ( P-I&II ) -1983 with upto date amendments. |
| 58 | d) Bus bar chamber having three bars of suitable rating for full length equal to the width of the board for three live phases and suitable for induced current, one copper bar of half the rating of full length for neutral phase as per IS ;8084-1976 and IS :11353-1985 read with BIS ; 5578 -1985 with upto date amendments including. |
| 59 | Three phase indicator lamps complete with toggle switches for indivual motors as per IS 3452 ( P- I&II ) withupto date amendments. |
| 60 | e) Capacitor ofBHEL / GEC / L&T / Mecheilmake asperIS ; 2834-1968with upto date amendments,to raise the power factor at site to 0.95 for directconnections to induction motor individually of requiredKVA ratingaccordingto H.P. offered including cables as per releventISI code ( ofSeimens / Glocter / IEC make ) frombus bar chamber to capacitor as per IS : 4064-1978 with upto date amendments . Rating of capacitor will be approved by HPSEB. |
| 61 | Providing suitableoil immeresed star delta starter ofL&T /BHEL/IMP/MEI/Havell\"s make as per IS : 13947-IIwith upto date \"amendments for Squirrel cage / Slipringmotor mounted on panel board with magnetic type over load release and dashpot, time lag, under voltage release, with or without initial oil filling as the case may be with single phase preventor as perIS ;1248 ( P-V ) 1983with up to date amendments. |
| 62 | Providing and fixing double flanged Cast Iron Sliuce valve of Leader / Krloskar / Suchdeva / LP / Kartar / and any other approved makefor the Column pipe of pump and capable of withstanding thenormal seat pressure and asperIS 780-1992with latest ammendments Class PN 1.00 For Column Pipe 125 mm diaSluice valve |
| 63 | Providing and fixing double flanged Cast Iron Refluxvalve of Leader / Krloskar / Suchdeva / LP / Kartar / and any other approved make having by pass arrangement on the delivery line of pump and capable of withstanding thenormal seat pressure and asperIS 6312-1984P-I with latest ammendments150 mm dia |
| 64 | Providing and fixing pressure gauge of Prega / Precision / Fiebig make complete with all accessories such as stop cock, copper tubing as per IS ; 3624-1987 with upto date amendements |
| 65 | Supply of PVC jointless,flat water proof cable with copper conductor 6sqmm as per BIS 694-1998 latest with upto date ammendments of Havelles/Finolex makesuitablefor the pumpsets offeredfrom OCBtomotorincluding allother electrical equipments / accessories such as thimble, flexible pipe,solder, nuts and bolts, cable glands, clips etc, laid in pipes or trenches under floor.The type, size and make shall be subject to approval of HPSEB authorities. |
| 66 | Lowering ofGMSColumn pipe for assembly 125 mm dia including MS flanges\" of Table 17 as per IS : 6392-1971 with upto date amendments, rubber / asbestos gasket of min.3 mm thickness as per IS 2712-1979 and required numbers of nuts and bolts as per IS ;1364-1983 .The Column pipe shall be as per relevent IS Code and to withstand 1.50 times total head stipulated under item No.5 . The Column pipe should be extended upto 5 mtr. beyond the outer wall of the pump house in the direction ofRising main .The Column pipe should be properly jointed with the Rising main including all necessary accessories like increaser / reducer, flanges, bends etc, including supporting clamps (2 Each) at the top of T/well assembly, and as per the direction of Engineer - in - Charge.( The pipe shall besupplied by the department free of cost from Divisional storeMalahat ) |
| 67 | Installation of all items appearing at S.No 5 to 21as per the systematic drawing attached with the documents or as per the direction of Engineer - in- charge. |
| 68 | Providing and laying copper PVC insulated armoured power cable (one cable carrying all the three phases) of suitablle size and capacity to motors and all other electrical equipments as per IS ;1554 ( P-I ) 1988 or latest with upto date amendments of Seimen /Gloster / IEC / ICC / EICO / National / Grandlay Finolex/ Havellsmakeincludingallother accessories such as thimble, flexible pipes, solder nuts and bolts,cable glands etc. laid in pipes of trenches under floor. |
| 69 | Providingand fixing double loop earthingwith GI plate of 20x3 mm thick electrodecomplete with material such as thimble, nuts and bolts, charcoal, salt 25x5 mm stripas per IS ; 3043-1987 with upto date amendments for motors and other electrical equipments and digging of pits etc. complete in all respect as per the dirction of the Engineer - in - Charge. |
| 70 | Distribution system |
| 71 | Excavation in foundation and trenchesup to all depths and in all classification of earth work such as Pick work, Jumper work, chiselling or wedging out of soft and hard rock as blasting is prohibited, saturated soil including bailing or pumping out of water, including cutting of bitumenous/concrete surface wherever required,in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting , planking, timbering and dewatering where ever required. Stacking usable and unusable material /soil seperataly and after laying, jointing and testing of pipes (for pipes, Pipe duct, chambers, x-sings etc.), returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/ liftsand including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per direction of the Engineer-in-charge. |
| 72 | Laying, Jointing, Testing & commissioningin trenchesHDPE pipe of following dia metre PN-4 class as per IS 4984-1995, PE 80 and jointing the pipes through butt fussion (heat fusion process) above 110mm diameter i/c necessary fittings, bends, tees & reducers fabricated in accoradance with IS 8360 & IS 8008 with latest ammendments & shall be provided as per site conditions (Earth work intrenchesto bemeasuredandpaidfor separately) and jointing shall be completed in all respects includingtesting at site upto entire satisfaction of Engineer-in-Charge. |
| 73 | 180 mm diaPE 80 Class PN-4 |
| 74 | Pdg and fixing C.I. alfa valves of 200mm dia complete in all respects within all leads and lifts as per direction of the Engineer-in-charge. |
| 75 | Civil work : |
| 76 | Excavation in foundation and trenchesup to all depths and in all classification of earth work such as Pick work, Jumper work, chiselling or wedging out of soft and hard rock as blasting is prohibited, saturated soil including bailing or pumping out of water, including cutting of bitumenous/concrete surface wherever required,in all lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring, strutting , planking, timbering and dewatering where ever required. Stacking usable and unusable material /soil seperataly and after laying, jointing and testing of pipes (for pipes, Pipe duct, chambers, x-sings etc.), returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads/ liftsand including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per direction of the Engineer-in-charge. |
| 77 | Providing and laying Cement Concrete 1:6:12 ( 1 cement : 6 sand : 12 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinthin all leads and lifts and asper the direction of the .Engineer-in-Chaarge. |
| 78 | Providing and laying Cement Concrete 1: 4: 8 ( 1 cement : 4sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts and asper the direction of the .Engineer-in-Chaarge. |
| 79 | Ist class brick work using common burnt clay building bricks of appraoved quality in foundation and plinth in cement mortar 1:6 (1cement:6sand) in all leads and lift to the entire satisfaction of Engineer-in-charge. |
| 80 | Ist class brick work using common burnt clay building bricks of approved quality in super structure in cement mortar 1:6(1cement:6sand) in all leads and lift to the entire satisfaction of Engineer-in-charge. |
| 81 | Ist class brick work using common burnt clay building bricks of appraoved quality in foundation and plinth in cement mortar 1:4 (1cement:4sand) in all leads and lift to the entire satisfaction of Engineer-in-charge. |
| 82 | Half brick work using common burnt clay building bricks in super structure in cement mortar 1 : 4 ( 1 cement :4 sand) of 1st Class bricks complete in all lead and lifts as per the direction of the Engineer-in-Charge. |
| 83 | Providing form work with steel plate 3.15 mm thick welded with angle iron frame 30x30x5mm so as give a fair finish including centring, shuttering, strutting and propping etc with wooden battens and ballies, height of propping and centring below supporting floor to ceiling upto any height and removal of the same for in site-reinforced concrete and plain concrete work in |
| 84 | Beams,cantilivers,girders and lintels sides and soffits of beams,beam haunchings, cantilivers , girders, bressumers with in all leads and lifts complete in all respect. |
| 85 | Flat surfaces such as soffits of suspended floors,roofs,landing and the like floor etc. up to 20 mm in thickness including all leads and lifts complete in all respect. |
| 86 | Providing and laying cement concrete using M - 30 concrete mix (not less than 1:1.5:3) with graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in : |
| 87 | Suspended floor roofs, landing and shelves and their support balconies, beam girderes bressumers andcantiliver. |
| 88 | Providing Tor steel reinforcement for R.C.C. work including bending, binding and placing in positioncomplete in all respect in all leads and lifts & as per direction of the Engineer-in-Charge |
| 89 | Providing and fixing pressed steel doors frames manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges, jump lock jamb, beed and if required angle threshold of mild steel angle of section 50X25 mm or base ties of 1.25 mm pressed mild steel welded or regidly fixed together by mechanical means, adjustable lugs with split and tails to each jamb including steel but things 2.5 mm thick with gaurds, lock strike plate and shock as specified and applying a coat of approved steel primer after pretreatment of the surface as directed by Engineer-in-charge. |
| 90 | Profile-A |
| 91 | Profile-B |
| 92 | Providing and fixing, panelledglazed or panelled & glazed shutter for doors, windows & clearstory windows including bright finished black enamelled from butt hings with necessary screw in all leads and lift to the entire satisfaction of Engineer-in-charge. 2nd class deodar wood 40mm thick. |
| 93 | Providing and fixingMS grill of required pattern in wooden frames / pressed steel frames of windows etc. with M.S. Flat square or rounded bar 12mm dia round headed bolts and nuts or by screws and or square bars, ruled spacing to wooden frames windows and clearstory windows etc within all leads and lifts as per direction of Engineer-in-charge. |
| 94 | Providing and laying cement concrete flooring 1:2:4(1cement:2sand:4graded stone agg., 20mm nominal size) laid in one layer finished with a floating coat of neat cement within all leads and lifts as per direction of Engineer-in-charge. 40mm thick |
| 95 | Providing and laying cement concrete flooring 1:2:4(1cement:2sand:4graded stone agg., 20mm nominal size) laid in one layer finished with a floating coat of neat cement within all leads and lifts as per direction of Engineer-in-charge. 50mm thick |
| 96 | 15 mm cement plaster in single coat on rough side of brick masonry for interior plastering upto floor two level including arrises, internal rounded angle, chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth with cement mortor 1:6 ( 1 cement :6 sand ) in all leads and lifts as per the direction of the Enginner-in-Charge. |
| 97 | 15 mm cement plaster in single coat on fair side of brick masonry for interior plastering upto floor two level including arrises, internal rounded angle, chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth with cement mortor 1:3 ( 1 cement :3 sand ) in all leads and lifts as per the direction of the Enginner-in-Charge. |
| 98 | Pointing on brick work with cement mortor 1:3 (1cement : 3 sand) Raised and cut in all leads and lifts and asper the direction of the Engineer-in-Charge. |
| 99 | White washing with lime on undecorated wall surfaces two coats to give an even shade including thoroughly brooming the surface to remove all dirt , dust and other foreign matters in all leads and lifts and asper the direction of the Engineer-in-Charge. |
| 100 | Hirmachi colour wash on undecorated wall surfaces (Three coats) to give an even shade including thoroughly brooming the surfaces to remove all dirt,dust, mortar drops and other foreign matter complete in in all respect as per the direction of the Engineer-in-Charge. |
| 101 | Applying priming coat on new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil,greese,dirt and other foreign matters,sand papering and knotting.Ready mixed paint brushing wood primer pink in all leads and lifts and asper the direction of the Engineer-in-Charge. |
| 102 | Painting two coats (excluding priming coat) on new wood and wood based surfaces,with enamel paintto give an even shade including cleaningthe surface of dirt ,dust and other foreign matters sand papering and stopping with enamel paint other than white in all leads and lifts and asper the direction of the Engineer-in-Charge. |
| 103 | Painting two coats (excluding priming coat) on new steel and other metal surfaces with enamel paint to give an even shade including cleaning the surface of dirt ,dust and other foreign matter with enamel with enamel paint other than white complete in all respect as per the direction of the Engineer-in-Charge. |
| 104 | Providing and fixing anodised M.S. sliding door boltswith bolts and nuts screws etc in all leads and lifts and asper the direction of the Engineer-in-Charge. |
| 105 | 250x16mm |
| 106 | Providing and fixing anodised MS towerbolts ( barrel type)with screws etc. in all leads and lifts and asper the direction of the Engineer-in-Charge |
| 107 | 250x10mm |
| 108 | Providing ad fixing anodised MShandleswithnecessary screws etc. in all leads and lifts and asper the direction of the Engineer-in-Charge. 125 mm |
| 109 | Providing plinth protection50mm thick cement concrete 1:3:6(1cement:3asand:6graded stone agg., 40mm nominal size) including finishing the top surface concrete smooth within all leads and lifts as per direction of Engineer-in-charge. |
| 110 | Steel work welded in built up sections,trusses and framed work including cutting hoisting fixing in position and applying a priming coat of red lead paint in all lead and lifts as per the direction of the Engineer-in-Charge. |
| 111 | Excavation inearth work and filling in 15 cm. layers in foundation & plinths including ramming,watering and consolidating complete in all respect including carriage of materials within allleads and lifts and as perthe direction of the Engineer-in-Charge. |
| 112 | Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surface (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt & remains of loose powdered materials complete within all lead and lifts as per the direction of the Engineer-in-Charge. |
| 113 | Providing 40x3mm flat iron hold fast 40 cms long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15 cms 1:3:6 ( 1 cement :3 sand : 6 graded stone aggregate 20 mm nominal size ) complete in all respect as per the direction of the Engineer -in- Charge. |
| 114 | P/F MS fan clamps type 1 of 16 mm dia bar bent to shape with hooked ends in RCC slab during laying including painting the exposed portion of roof as per standard design complete within all lead and lifts as per the direction of the Engineer-in-Charge.. |
| 115 | Wiring for light/Fan point/Exhaust fan point/call bell point with 1.5 Sq.mm PVC insulated copper conductor cable in surface/recessed PVCconduct at required including carriage of all material within all leads and lifts.Group \"C\" |
| 116 | Wiring for light/power plug with 2 x 4 Sq.mm PVC insulated copper conductor or single core cable in surface/recessed steel conduit alongwith 1 No. 2.24 mm dia bare copper wire for loop earthing as required including carriage of materials within all leads and lifts. |
| 117 | Wiring for circuit wiring with 2 x 2.5 Sq.mm PVC insulated copper conductor single core cable in surface/ recessed steel conduit as required including carriage of material within all leads and lifts. |
| 118 | Wiring for sub-main wiring with the following size of copper conductor single core cable in surface/recessed steel conduit as required i/c carriage of materials upto all leads and lifts. 2x6 Sq.mm |
| 119 | Supplying and fixing metal box of 180 x 100 x 60mm deep (Nominal size) on surface/recess with suitable size phonolic leminated sheet cover fixing 3 pin 5/6 amps socket tumber/piano type switch connections painting etc. including carriage of materials within all leads and lifts. |
| 120 | Supplying and fixing backellite batten/angle holder including connection as required. |
| 121 | Providing, installing, testing and commissioning of ceiling fan and regulator including wiring the rod of standard length (upto 30cm) with 1.5 Sqmm PVC insulated copper conductor single core cabe etc. as required sweep type. |
| 122 | Category \"B\". |
| 123 | Providing, installation, testing and commissioning of prewired flourscent tube fitting complete with ballast, starter and capactors but excluding flourscent tube rod, suitable to operate on 230 volts single phase A.C.supply directly on surface with copper wiring as required including carriage of materials within all leads and lifts tube fixture 1 x 36 watt Box type Category \"A\". |
| 124 | Supplying and fixing 40 Amps to 63 Amps rating 240 Volts \"L\" series miniature circuit breaker of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required including carriage of material within all leads and lifts. Category- A,63 Amps. |
| 125 | Supplying and fixing of following way single pole and neutral sheet steel MCB distribution board 240 volts on surface/recessed completed with tinned, copper busher neutral link, earth bar, detachable gland plate inter -connections, including painting, earthing etc. as required Bus bar |
| 126 | 8 way. |
| 127 | Supplying and fixing 5 Amps to 32 Amps rating 240 volts, G series miniature circuit breaker of following poles in the existing MCB, DB complete with connections testing and commissioning etc. as required Category \"A\",single pole. |
| 128 | Earthing with G.I. pipe earth, pipe 4.5 mtrs length, 40mm dia including accessories and providing masonry enclousres with cover plate having locking arrangement and watering pipe etc.( but without charcal coke and salt) complete as required including carriage of materials within all leads and lifts. |
| 129 | Extrausingsalt and charcoal for pipeearthelectrode as required,includingcarriageofmaterials within all leads and lifts. |
| 130 | Supplying and laying 6 Sqmm G.I.wire at 0.50 mtr below ground level for conductor earth electrode, including soldering etc. as required including carriage of materials within all leads and lifts. |
| 131 | Providing, fixing & testing Street Light Fixture with CFL of 36 watt, copper ballast, G.I. Pipe bracket, complete in all respects. |
AI Tender Summary
Tender Timeline
Apr 11, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedApr 20, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 21, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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