Nabard-Nabard- Ridf Xxvii - Cwss To Kunnathoor, Poruvazhy, Sooranad North Panchayaths In Kunnathoor Taluk And Thazhava, Thodiyoor, Kulasekharapuram Panchayaths In Karunagappally Taluk - Contruction Of 10M Dia Intake Well Cum Pump House, Approach Bridge, S
Tender Value
12.23 Crore
Estimated cost
Bid Submission
06 Nov 2023
0 days left
EMD
5 Lakhs
Bank guarantee accepted
Document Fee
16540
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kunnathoor → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Nabard-Nabard- Ridf Xxvii - Cwss To Kunnathoor, Poruvazhy, Sooranad North Panchayaths In Kunnathoor Taluk And Thazhava, Thodiyoor, Kulasekharapuram Panchayaths In Karunagappally Taluk - Contruction Of 10M Dia Intake Well Cum Pump House, Approach Bridge, Sub Station Building Near Njankadav ( Right Bank ) , 900 Mm Di K9 Rwpm, Supply Erection Commissioning Transformer And Allied Work, Supply & Erection Raw Water Pump Set. -Nabard- Ridf Xxvii - Cwss To Kunnathoor, Poruvazhy, Sooranad North Panchayaths In Kunnathoor Taluk And Thazhava, Thodiyoor, Kulasekharapuram Panchayaths In Karunagappally Taluk - Contruction Of 10M Dia Intake Well Cum Pump House, Approach Bridge, Sub Station Building Near Njankadav ( Right Bank ) , 900 Mm Di K9 Rwpm, Supply Erection Commissioning Transformer And Allied Work, Supply & Erection Raw Water Pump Set. -Pipeline Work-Intake Well
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 27-May-2023 | Tender Extension Notice | Date | 13-Jun-2023 |
| 2 | 13-Jun-2023 | Tender Extension Notice02 | Date | 23-Jun-2023 |
| 3 | 24-Jun-2023 | Extension of due date | Date | 10-Jul-2023 |
| 4 | 10-Jul-2023 | Tender Extension Notice 04 | Date | 25-Jul-2023 |
| 5 | 25-Jul-2023 | Tender Extension Notice 05 | Date | 04-Aug-2023 |
| 6 | 04-Aug-2023 | Tender Extension Notice06 | Date | 14-Aug-2023 |
| 7 | 16-Aug-2023 | Tender Extension Notice07 | Date | 24-Aug-2023 |
| 8 | 24-Aug-2023 | Tender Extension Notice08 | Date | 11-Sep-2023 |
| 9 | 11-Sep-2023 | Tender Extension Notice09 | Date | 25-Sep-2023 |
| 10 | 13-Sep-2023 | List-Empanelment Manufacturers | Other | 25-Sep-2023 |
| 11 | 25-Sep-2023 | Tender Extension Notice10 | Date | 05-Oct-2023 |
| 12 | 06-Oct-2023 | Tender Extension Notice11 | Date | 16-Oct-2023 |
| 13 | 16-Oct-2023 | Tender Extension notice12 | Date | 26-Oct-2023 |
| 14 | 27-Oct-2023 | Tender Extension notice13 | Date | 06-Nov-2023 |
BOQ
| Sl. No. | Item Description |
| 1 | Appendix - A1 - Supply and laying 900mm DI K9 Raw Water Pumping main from Njankadavu Intake structure to WTP at Ambuvila in Kunnathoor. |
| 2 | 100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. |
| 3 | 100.1.5:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50 m, in Ordinary Rock. |
| 4 | 100.2.7:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Medium Rock where Blasting is Prohibited. |
| 5 | 2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock |
| 6 | 100.14.14:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 900mm diameter Ductile Iron Class K-9 Pipes. |
| 7 | 18.70.14:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:900 mm dia pipes |
| 8 | 100.19.4:Providing flanged joints to double flanged CI/DI pipes and specials, including testing of joints: 900mm Diameter Pipe. |
| 9 | 100.22.4:Labour for cutting C.I. pipe with steel saw: 900mm diameter C.I. pipe. |
| 10 | 100.35.14:Testing 900mm DI/CI pipeline with potable water to the required test pressure.900 mm diaObserved Data derived from item no.1033 of PHED DATA |
| 11 | 100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals. |
| 12 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 13 | OD257366/2022-2023:conveying fixing NRV by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve : r|n<br>900 mm diameter. Class II". |
| 14 | 100.31.2.4:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 150mm diameter, Class II. |
| 15 | 100.31.2.11:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 500mm diameter, Class II. |
| 16 | 100.32.6:Conveying and fixing C. I. Double Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 150mm Double Acting Air Valve. |
| 17 | Appendix A2-Constructing Valve chamber of size 2.00 x 2.00(Inside) |
| 18 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 19 | 2.9.1:Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock |
| 20 | 2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock |
| 21 | 4.1.6: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) |
| 22 | 5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 23 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 24 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 25 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 26 | OD257379/2022-2023:Supplying and fixing C.I man holecover withframe for manholes:560 mm diameter ( heavy duty) the weight to be not less than 208 kg. |
| 27 | Appendix A3.Cost of Materials |
| 28 | 100.98.128:Supply of DI K9 Pipe Conforming to IS 8329/2000, 900mm Dia. |
| 29 | 100.98.452:Supply of CI Air Valve with Flanges, Conforming to IS 14845 - 2000, Kinetic Air Valve Type DS1, Size 150mm. |
| 30 | 100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm. |
| 31 | 100.98.467:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 500mm. |
| 32 | OD257378/2022-2023:Supply D/F NON RETURN VALVE 900mm <br>CI Single Door/ Multi Door Non return valve conforming to IS 5312/2003(part I & II)<br>to be fixed after Water meter/ Flow recorder on pumping main near Pump house<br>with dash pot arrangement for 90% fast closing & 10% slow closing.-Supply of valves includes 5 years warranty |
| 33 | 18.68.2:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Above 600 mm dia |
| 34 | APPENDIX B1- Supply Erection and commissioning of 750 KVA USS Transformer (Indoor type ) at IntakeStructure site at Njankadavu |
| 35 | OD257389/2022-2023: Supply ,errection ,testing and commissioning of of 11kV/433V ,750KVA<br>,50Hz,3phase , Vector Dyn 11 Resin Cast Indoor type copper<br>wound Transformer(IP 23) on load tap changer with RTCC &AVR panel tapping +5% to -5% in<br>steps of 2.5% with winding temperature scanner and hooter , LV<br>side provision for Bus Duct and HV side connected with 11kv VCB panel & the LV compartment which houses ACB. . All components are to be housed in an enclosure which protects the equipment against environmental hazards & unauthorized access . The electrical equipments are to be cooled by natural ventilation including all cost and erection charge. Supply errection ,testing and commissioning of Indoor type 11kV, 630A, 26.3kA<br>for 3 sec Horizontal Draw out VCB fitted with Manual/Motor<br>operated spring charging mechanism with 230V AC motor and<br>motor control switch, shunt trip coil of 24V DC, closing coil of<br>24V DC, Auxiliary Contact 6NO + 6NC,Mechanical ON/OFF<br>indicator, mechanical operation counter, Anti pumping feature,overcurrent and earth fault relay, protection CT, (--/5 A, 5P10,<br>15VA , 11kV/110V, Cl-0.2, 25VA PT Instantaneous IDMT relay<br>with Microprocessor based 3O/C + and 1EF Protection relay, Strip<br>Heater with thermostat, Power pack 230V AC-24 V DC<br>emergency OFF push button,ammeter & voltmeter with selector<br>switch HT metering (3nos CT & 1no PT Unit) FOR KSEB |
| 36 | OD257390/2022-2023:Supply errection testing and commissioning of 11 Kv data acquisition copatible extensible type Ring main unit incorporated with one No. VCB and two load break switch Totally enclosed (11 kv,630A,,350MVA ,36KA) - RMU with earthing of Equipment |
| 37 | OD257391/2022-2023:Supply erection testing and commissioning of 16 swg cubicle type panel with<br> 1250 A, 3 pole, manual draw out type, microprocessor based ACB with overload , instantaneous SC , delayed SC and ground fault protection 50kA, 800A 3P ACB - 5 NOS, 630A 3P MCCB 1 NO, 400A 3P MCCB 1 NO including all necessary protection and meters - ACB PANEL |
| 38 | OD257392/2022-2023:Supply and laying 11 kv 3 core 300 sqm stranded compact circular aluminium conductor,<br>conductors screened with extruded semi conducting compound XLPE<br>insulated, insulation screened with extruded semi conducting compound<br>in combination with copper tape (0.3KA for I sec.) cores laid up. inner<br>sheath of PVC tape, galvanized steel flat strip armoured, and overall<br>PVC sheathed cable conforming to IS: 7098 part II 1985 with latest<br>amendment |
| 39 | OD257393/2022-2023: Supplying and making outdoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required : <br>3x300 sq.mm out door |
| 40 | OD257394/2022-2023: supplying and making indoor cable end termination with heat shrinkable jointing kitcomplete with all accessories including lugs suitable for following size of 3 core,XLPE aluminium conductor cable of 11 KV grade as required : |
| 41 | OD257395/2022-2023: Charges for Supply transporting the11 kv CTunits and testing to the laboratories of KSEB and procuring approval for them.<br><br> |
| 42 | OD257396/2022-2023:Supply and fixing of HT TOD meter including testing. |
| 43 | OD257397/2022-2023: Supply all materials and fixing of emergency push button with enclosure. |
| 44 | OD257398/2022-2023:Supply and fixing of neutral CT 200/5A, CL.5P10, 15VA on suitable enclosure. |
| 45 | OD257399/2022-2023:Supply and laying 1 Run of240 sqmm 3.5 core PVC/XLPE insulated armoured cable with aluminium conductors for working voltages up to and including 1100 volts conforming IS 1584/part I/1988 for PVC IS 7098 part I for XLPE |
| 46 | OD257400/2022-2023:Supply of Compact 1000A Sandwich Busway System Totally Type Tested in accordance with IEC61439-6, of belowmentioned rating 1000A, 3Phase 4 Wire, 50Hz with 100% neutral, 50% integral earth without external earthstrip, IP65in accordance to IEC 60529, housed in electrogalvanised sheet steel and aluminium enclosure,ANSI49 Grey epoxy painting and with KEMA-KEUR, ASTA DIAMOND Certification. |
| 47 | OD257401/2022-2023:Supply all materials and termination of 3.5X240 sqmm XLPE cable jointing kit H.S type complete with all suitable accessories. ( INDOORKITS) |
| 48 | OD257402/2022-2023:Earthing with G.I. earth plate 1200 mm X 1200 mm X 12 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. |
| 49 | OD257403/2022-2023:Supply and laying following 32x6mm GI strip as required |
| 50 | OD257404/2022-2023:Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground asstrip earth electrode, including connection/ terminating with nut, bolt, spring, washeretc. as required. (Jointing shall be done by overlapping and with 2 sets of brass nutbolt & spring washer spaced at 50mm) |
| 51 | OD257405/2022-2023:Supply and laying following Swg 10 copper conductor |
| 52 | OD257406/2022-2023: Supply and laying of the following aluminium armoured LT cable using all suitable accessories through existing cable trench or cable trays. 3 x 300 Sq mm Al ar. cable - 100Meter, 4 x 6 Sqmm Al ar cable - 10 meter |
| 53 | OD257407/2022-2023:Supply &termination of the following aluminium armoured LT cables using cable gland, aluminium crimping socket etc . 3x300 Sq mm Al ar.cable - 6 Nos, 4 x 6 Sqmm Al ar cable - 1meter |
| 54 | OD257408/2022-2023:Supply and installation of the following for fire protection.<br> H.T. Rubber mat 1/2'' thick- 3Nos L.T. Rubber mat 1/4'' thick - 2 Nos H.T.gloves - 2 pair Fire bucket with single stand -3 Nos HT Danger board - 1Nos LT Danger board - 6 Nos Fire extinguisher(5 KG DCP type) - 2 Nos Shock treatment chart - 1Nos First aid box - 2Nos |
| 55 | OD257409/2022-2023:Supply all materials and Fabrication and erection of cable trays /cable supports fabricated out of MS angles and M S flats of adequate size with sufficient width and spacing between sucessive cross members and supports at adequate spacing . The cable trays and supports shall be painted with 2 coats of zinc chromate primer and 2 coats of enamel paint. |
| 56 | OD257410/2022-2023:Arrangements of soil resistivity certificate |
| 57 | OD257411/2022-2023:Supplying and laying 2 core 2.5mm coppercable for emergency push botton arrangements |
| 58 | OD257412/2022-2023:Termination unit for emergency push button arrangments |
| 59 | OD257413/2022-2023:Providing light wiring arrangements (Single phase) in the sub station room including supplying and fitting meter board with single phase 15A main switch, fuses etc. as per KSEB rules. |
| 60 | OD257414/2022-2023:Preparation of schematic diagram,earthing arrangements , physical layout site plan and submitting to the Electrical inspectorate for getting necessary approval and obtaining energisation sanction from the Electrical inspectorate.,Preparation of necessary drawings, submitting completion report, getting power supply from KSEB. |
| 61 | OD257415/2022-2023:Supply, Fabrication, Installation, Testing and Commissioning of Cubicle type, dust and vermin proof, floor mounted, front operated APFC Panel (250kVAR) made out of 16SWG thick CRCA sheet fully compartmentalised complete with hinged and earthed front doors with name plate, danger notice, heavy duty rubber gaskets, removable gland plates made out of 3mm thick sheet steel, switch board having a set of suitably rated TPN Aluminium Busbars with the specified current and fault level, insulated with heat shrinkable, colour coded PVC sleeves and supported using DMC/SMC piller or finger type Busbar supports consisting of the following - 630A TPN Isolator1NoMultifunction Meter 1NoCT 600/5A 15VA CL-1 3NosAPFC Relay (12Way) 1No125A 3P MCCB 2No63A TP MCB 5Nos40A TP MCB 2Nos32A TP MCB 2Nos 50kVAR Capacitor Duty Contactor 2Nos25kVAR Capacitor Duty Contactor 2Nos20kVAR Capacitor Duty Contactor 2Nos 15kVAR Capacitor Duty Contactor 3No10kVAR Capacitor Duty Contactor 1No5kVAR Capacitor Duty Contactor 1No50kVAR Capacitor (APP)2No25kVAR Capacitor (APP)2Nos 20kVAR Capacitor (APP)2Nos15kVAR Capacitor (APP)3Nos10kVAR Capacitor (APP)1No5kVAR Capacitor (APP)1No |
| 62 | OD257416/2022-2023:Supplying and installation of control desk including on /off push button 8nos, multi function meter 4nos, including all control wiring and cables for each motor from main switch board etc complete as per directions. |
| 63 | Appendix C1 -Constructing 10.00m dia well cum pump house |
| 64 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared |
| 65 | OD257380/2022-2023:Putting up a bund having a width of 1.50m and height of 4.50m from the bed level using 1/2 split coconut piles of 30cm dia driven to a depth of 1.00 m at 1.00m intevals double rows and tied together with 1/4 split coconut strut having 2.00m long across 1.00m c/c and using 1/2 split bamboos horizontally at 30cm c/c and tying with coir yarn and packing sand filled cement bags at both sides for a width of 0.50m then both sides packing with Polythene sheet inside portion of filling area and filling the earth in between packing the sand bags and maintaining the bund till required period and dismantling the same after completion of the work etc. complete. as per direction of deptl. officers. |
| 66 | 100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete. |
| 67 | 100.7.2:Bailing out water with engine and pump set above 5HP up to 10HP including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete. |
| 68 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil |
| 69 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil |
| 70 | 100.3.9.1:Earthwork in open well excavation (above water) for wells of diameter above 9.0m and up to 12.0m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift up to 1.5m including neat banking. |
| 71 | 100.3.9.2:Earthwork in open well excavation (above water) for wells of diameter above 9.0m and up to 12.0m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 1.50m to 3.00m including neat banking. |
| 72 | 100.3.9.12:Earthwork in open well excavation (in or under water) for wells of diameter above 9.0m and up to 12.0m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 1.50m to 3.0m including neat banking. |
| 73 | 100.3.9.13:Earthwork in open well excavation (in or under water) for wells of diameter above 9.0m and up to 12.0m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 3.0m to 4.50m including neat banking. |
| 74 | 100.3.9.14:Earthwork in open well excavation (in or under water) for wells of diameter above 9.0m and up to 12.0m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 4.50m to 6.00m including neat banking. |
| 75 | 100.3.9.15:Earthwork in open well excavation (in or under water) for wells of diameter above 9.0m and up to 12.0m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 6.0m to 7.50m including neat banking. |
| 76 | 100.3.9.16:Earthwork in open well excavation (in or under water) for wells of diameter above 9.0m and up to 12.0m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 7.5m to 9.0m including neat banking. |
| 77 | 100.3.9.17:Earthwork in open well excavation (in or under water) for wells of diameter above 9.0m and up to 12.0m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 9.0m to 10.50m including neat banking. |
| 78 | 100.3.9.18:Earthwork in open well excavation (in or under water) for wells of diameter above 9.0m and up to 12.0m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 10.50m to 12.00m including neat banking. |
| 79 | 100.3.9.19:Earthwork in open well excavation (in or under water) for wells of diameter above 9.0m and up to 12.0m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 12.00m to 13.50m including neat banking. |
| 80 | 100.3.10.19:Earthwork in open well excavation (in or under water) for wells of diameter above 9.0m and up to 12.0m in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 12.00m to 13.50m including neat banking. |
| 81 | 100.3.10.20:Earthwork in open well excavation (in or under water) for wells of diameter above 9.0m and up to 12.0m in ordinary rock and conveying and depositing the spoil within initial lead of 50m and lift from 13.50m to 15.00m including neat banking. |
| 82 | OD257381/2022-2023:Granite rock blasting in wells, measured in solids, including collecting and stacking spoil for measurement within the initial lead of 50m and lift up to 15.0m (13.50m to 15.0m) but excluding bailing out water and including providing protection by earth filled cement bags (300 Nos. of earth filled cement bags / 10 m3 blasting) to avoid damages to the nearby structures) |
| 83 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 84 | 20.1.1:Providing, driving and installing driven cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoe and the length of pile to be embedded in the pile cap etc.all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap):400 mm dia piles |
| 85 | OD257382/2022-2023:Cutting and removing excess length of RCC piles of 400mm dia including chipping the concrete, clearing the reinforcement, conveying the cut bits of the pile and stacking the same with in a distance of 150m |
| 86 | 5.33.1:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to siteof laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level |
| 87 | 5.34.1:Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum). |
| 88 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) |
| 89 | 4.20.1.1:Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS:9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Note : 1) Excess /less cement used than specified in this item is payble / recoverable separately.All works upto plinth level:M-15 grade plain cement concrete (cement content considered @ 240 kg/cum) |
| 90 | 50.5.33.2:Providing and laying in position machine batched and machine mixed design mix M-20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note:- Cement content considered in this item is @ 330 kg/cum. Excess or less cement used as per design mix is payable or recoverable separately. All work above plinth level upto floor V level |
| 91 | 5.40.2:Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using fly ash and cement content as per approved design mix, and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairingstrength and durability as per direction of Engineer- in charge. Note:- (1) Cement content considered in this item is @330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately. (2) Fly ash conforming to grade I of IS:3812 (Part-1) only be used as part replacement of OPC as per IS: 456. Uniform blending with cement to be ensured in accordance with clause 5.2 and 5.2.1 of IS: 456-2000 in the items of BMC and RMC.All works above plinth & up to floor V level |
| 92 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 93 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 94 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 95 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 96 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 97 | 5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining |
| 98 | 5.11.1:Extra additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.5m, for every additional height of 1 metre or part thereof (Plan area to be measured).Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) |
| 99 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 100 | 50.6.1.3:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure above floor two level up to floor V level thickness 20cm and above in: CM 1:6 ( 1 cement :6 coarse sand) etc complete |
| 101 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 102 | 50.9.1.1:Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately), using good quality Anjili wood /jack wood |
| 103 | 50.9.3.1:Providing and fixing paneled or paneled and glazed shutters for doors, windows and clerestory windows, 30 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding paneling which will be paid for separately, all complete as per direction 0f Engineer in- charge. using Anjili/ Jack wood |
| 104 | 50.9.4.1:Providing and fixing paneling or paneling and glazing in paneled or paneled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) paneling for paneled or paneled and glazed shutters 25 mm to 40 mm thick using good quality Anjili/ Jack wood |
| 105 | 10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 106 | 10.3:Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts,locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer . |
| 107 | 10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes |
| 108 | OD257383/2022-2023:Supplying and fixing heavy weight CI shutter of size 80 x 80 cm with frame including arrangements for operating this shutter from the top of floor slab of pump house using required size threaded MS spindle with bearing systems and wheel for operating and the spindle fixing properly in the inside wall of well including making the mould, all labour charges, conveyance charge etc complete as per directions. |
| 109 | 13.9.1:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster |
| 110 | 13.21:Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. |
| 111 | 13.40:Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade: |
| 112 | 13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 113 | 13.48.2:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.75 ltr/10 sqm of approved brand and manufacture |
| 114 | 13.48.3:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 115 | 13.71:Lettering with black Japan pint of approved brand and manufacture |
| 116 | OD257384/2022-2023:Supplying,conveying and fitting Gantry Girder with electric rope hoist having min. 10 ton capacity for the pump house having internal diameter 9.00 m which is moving in all directions of the internal area of the pump house including all labour charges,cost of materials,design of the Gantry Girder etc complete as per direction of departmental officers |
| 117 | 10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 118 | 100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. |
| 119 | 100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. |
| 120 | 100.1.3:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 3m but not exceeding 4.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. |
| 121 | 100.6.1:Providing steel sheet shoring to the sides of the trenches to depths of above 4.00 m but not exceeding 6.00m using 6 mm M.S. sheet 0.50 M wide stiffen on edges with 50 mm x 50mm x 6 mm M.S. angles driving down vertically on either side one after another in lines and levels with suitable pile driving equipments and accessories to a maximum depth of 0.50 M below the bottom of the proposed excavation 0.5 M above ground level suitably braced by horizontal walling pieces at 75 x 150 mm x 8 mm angles on either side at intervals not exceeding 1.50M and horizontal screw jack type struts at 1.50M intervals and maintaining the shoring till the pipes are laid and works are completed, dismantling, cleaning and restacking for reuse including all labour, hire charges and conveyance for equipments, tools and plants and sundries etc. complete. |
| 122 | 100.15.11:Conveying and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS: 8329, excluding cost of pipe and specials: 700mm diameter Ductile Iron Double Flanged pipes. |
| 123 | 100.19.1:Providing flanged joints to double flanged CI/DI pipes and specials, including testing of joints: 700mm Diameter Pipe. |
| 124 | OD257385/2022-2023:Labour engaged for align the intake pipe from river to newly constructed well including charges of labour for divers, helper, hire charges for breathing equipment's etc complete as per direction. |
| 125 | OD257386/2022-2023:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 700mm. |
| 126 | 100.31.1.13:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 700mm diameter, Class I. |
| 127 | 100.98.125:Supply of DI K9 Pipe Conforming to IS 8329/2000, 700mm Dia. |
| 128 | 18.68.2:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Above 600 mm dia |
| 129 | Appendix D1. Transformer room, Approach Bridge and Operators room at Njankadavu |
| 130 | OD257387/2022-2023: Boring, Providing and installing 800 mm dia. piles bored cast in situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same the length of the pile to be embedded in pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (Length of pile for payment shall be measured upto to the bottom of pile cap) : Note: Truck Mounted rotary/TMR/Tubewell boring machine shall not be used . |
| 131 | OD257388/2022-2023: Cutting and removing excess length of RCC piles of 800mm dia including chipping the concrete, clearing the reinforcement, conveying the cut bits of the pile and stacking the same with in a distance of 150m |
| 132 | 20.6.1.1:Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer -in-Charge.Single pile upto 50 tonne capacityInitial test |
| 133 | 20.6.1.2:Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer -in-Charge.Single pile upto 50 tonne capacityRoutine test |
| 134 | 5.33.2:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to siteof laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level |
| 135 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 136 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 137 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 138 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts |
| 139 | 5.11.1:Extra additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.5m, for every additional height of 1 metre or part thereof (Plan area to be measured).Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) |
| 140 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 141 | 50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete. |
| 142 | 10.11.1:Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side/top/centre hung, with beading and all members such as F7D, F4B, K11B and K 12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment).Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 ( 1 Cement : 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) |
| 143 | 10.13.1:Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee- sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 ( 1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 144 | 10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 145 | 10.3:Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts,locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer . |
| 146 | 10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes |
| 147 | 13.9.1:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster |
| 148 | 13.21:Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. |
| 149 | 13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 150 | 13.40:Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade: |
| 151 | 13.48.3:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 152 | Appendix E1. Supplying erection and Commissioning ofVT Raw water pump sets at Intake structure at Njankadavu |
| 153 | OD257367/2022-2023:M.S ERW column pipe of suitable diameter and SS 316 shaft in Intake structure. The duty conditions of the 2 pump sets working together are:- Discharge- 569.72 lps, Total head- 41.000m, suitable delivery size so as to suit the pumping main. Supply of suitable make motor suitable for operation on 415 volts 3 phase 50 HZ AC supply suitable for the pump set.The motor should confirm to IS 325. Erecting the pump set in the pump house by providing the necessary RCC foundation fitting the motor on the pump stool, erecting the starters, panel board, capacitors, etc., and giving electric connection to all equipment as per CEA regulation and providing earthing for motors, etc with suitable cable and connecting the same to the earth pit provided as per IS 3043/87 and CEA regulations. The motor shall conform to IE2/IE3(As per IS 12615-2018) including providing a suitable concrete foundation including the cost of cement sand and metal etc. complete. Flexible coupling shall be used for coupling of pumps and motors.<br>3.including Extended warranty of 5 years Rate as per proceedings 9710/AE15/2021/KWA dated 8/2/2023 (the starter and panel board are added as separate items, )The rate is for one motor only |
| 154 | OD257368/2022-2023: Supplying complete integrated 250KW LT vfd soft starter panelcapable of operating the motor having a protection level of IP 40 or more with Integrated bypass contactor in the panel and motor protection relay having parameters as per CEA regulation with a power control MCCB and line power contactor and the stating current shall be 1.5 times the normal full load current of motor with ammeter, volt meter and phase indicator,motor protection relay with thermal o/l,short circuit,earth fault, negative sequence,under coltage,locked rotor space heaters floor mounting type and having a an insulation level of 1100V ( for 440v supply) and 7.6 KV for (3.3 KV supply) and 14.2V (for 6.6KV supply) . The standard is to be IEC 60947-4-2. |
| 155 | OD257369/2022-2023:Supplying and fixing 900mm electro - magnetic flow meter including specials conforming to protection level of IP - 68 for Flow sensor and IP - 67 for transmitter and having an accuracy level of 0.5% with LED/LCD Display unit. The flow meter should have the housing (flow sensor) to be made of SS 304/ Carbon Steel with anti corrosive protection and inside liner to be made up of Hard Rubber / neoprene all confirming to drinking water standards. The flow meter should be coupled with HARD for data acquisition and transfer through GSM. The manufacturers should have the calibration standards as per ISO 17025 and the product shall have sufficient warranty provisions.Test certificate from FCRI palakkad. |
| 156 | OD257370/2022-2023:Supply,Design, fabrication,erection , testing and commissioning of following Cubicle type, fully compartmentalised LT Switchboards dust tight and vermin proof, fabricated out of 16 SWG CRCA sheet, chemically treated and painted with 2 coats of primer and two coats of enamel paint of approved shade. The Switchboards should have a Set of suitably rated TPN Aluminium busbars with the specified current and fault level, Insulated with heat shrinkable, color coded PVC Sleeves and type busbar supports. The design should be as per the standards of the State Electrical 'Inspectorate 'fabricated out of 16SWG CRCA sheet. Bottom cable entry for outgoing feeders and top busbar trunking facility for incomers. ( Market rate)<br> Busbars: <br>400A Aluminium Busbar with suitable ratings of SFU as incommer and out going switches provided with over current and earth fault protection <br>Incomer: 400A TPN Isolator -1no. <br>Meters & Indicators <br>1No. 0-500V Voltmeter along with voltmeter Selector switch <br>3Nos. 2A Control fuses. - 1set. <br>Red, Yellow and Blue Indication Lamps 3nos, 2A Control fuses - 3set <br>Outgoings: <br>. <br>100A TPN SDFU with HRC fuse - 4Nos.<br>160A TPN SDFU with HRC fuse -3Nos..<br>63A 3P MCB - 2Nos.<br>32A 3P MCB - 2Nos. |
| 157 | OD257371/2022-2023:Supply, laying, testing and commissioning 2 run of 3core 300 Sq.mm PVC/XLPE insulated, sheathed armoured Aluminium conductor cable (1100/11000 Volts grade) clamped on wall/ceiling with clamps and saddle clips partly laid in cable tray/partly laid in trench.<br><br> |
| 158 | OD257372/2022-2023:Supplying and fixing 32Amps,TPN,6 way distribution box with ISI markes HRC fuses and TPN units |
| 159 | OD257373/2022-2023:Wiring for circuit or sub main wiring along with earth wire with following size FRLS PVC insulated copper conductor single core cable in surface/recessed Medium class PVC conduit etc. as required.(2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire) |
| 160 | OD257374/2022-2023:Wiring for light point/fan point/exhaust fan point/call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/recessed Medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 Sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.<br>Group.B |
| 161 | OD257375/2022-2023:Supplying and fixing suitable size GI box with modular plate and cover in front onsurface or in recess, including providing and fixing 3 pin 5/6 amps modular socketoutlet and 5/6 amps modular switch, connection etc. as required. |
| 162 | OD257376/2022-2023:Supply, Installation, testing and commissioning of 1200mm ceiling fan of reputed brand ( Crompton greeves,bajaj,Usha,Havels, Khaitan) with best quality stepped electronic regulator including charges for wiring the down rods of standard length(upto 30cm) with 1.5 Sq.mm FR PVC insulated copper conductor single core cable including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. |
| 163 | OD257377/2022-2023: Installation, testing and commissioning of 12Watts LED Bulb of reputed brand ( Bajaj, GE, Havels, Osram, Philips, Surya, Syska) directly on ceiling or wall including connection with 1.5 Sq.mm FR PVC insulated copper conductor single core cable etc. as required.<br><br> |
AI Tender Summary
Tender Timeline
Oct 27, 2023
11:30 IST
Tender Published
Tender notice published.
Completed
Jun 13, 2023
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jun 23, 2023
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 10, 2023
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Completed
Jul 25, 2023
18:00 IST
Corrigendum-4 Issued
Clarifications on tender conditions and amendments issued.
Completed
Aug 04, 2023
18:00 IST
Corrigendum-5 Issued
Clarifications on tender conditions and amendments issued.
Completed
Aug 14, 2023
18:00 IST
Corrigendum-6 Issued
Clarifications on tender conditions and amendments issued.
Completed
Aug 24, 2023
18:00 IST
Corrigendum-7 Issued
Clarifications on tender conditions and amendments issued.
Completed
Sep 11, 2023
18:00 IST
Corrigendum-8 Issued
Clarifications on tender conditions and amendments issued.
Completed
Sep 25, 2023
18:00 IST
Corrigendum-9 Issued
Clarifications on tender conditions and amendments issued.
Completed
Sep 25, 2023
18:00 IST
Corrigendum-10 Issued
Clarifications on tender conditions and amendments issued.
Completed
Oct 05, 2023
18:00 IST
Corrigendum-11 Issued
Clarifications on tender conditions and amendments issued.
Completed
Oct 16, 2023
18:00 IST
Corrigendum-12 Issued
Clarifications on tender conditions and amendments issued.
Completed
Oct 26, 2023
18:00 IST
Corrigendum-13 Issued
Clarifications on tender conditions and amendments issued.
Completed
Nov 06, 2023
18:00 IST
Corrigendum-14 Issued
Clarifications on tender conditions and amendments issued.
CompletedNov 06, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 07, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
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