Tender For Deposit-Deposit Work-Alappuzha Jilla Panchayat- Bharanicavu Grama Panchayat-Construction Of A Temporary Pump House, Supply, Erection, And Commissioning Of A Pump Set For The New Tube Well Based Water Supply Scheme At The South Of Koyickal
Tender Value
8.54 Lakhs
Estimated cost
Bid Submission
22 Oct 2026
2 days left
EMD
21353
Bank guarantee accepted
Document Fee
1885
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kollam → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Deposit-Deposit Work-Alappuzha Jilla Panchayat- Bharanicavu Grama Panchayat-Construction Of A Temporary Pump House, Supply, Erection, And Commissioning Of A Pump Set For The New Tube Well Based Water Supply Scheme At The South Of Koyickal Junction And Opposite Govt Homeo Clinic In Ward-19-General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | APPENDIX A -PART I :- CIVIL WORK - CONSTRUCTION OF TEMPORARY PUMP HOUSE |
| 2 | 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 |
| 3 | 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 |
| 4 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 5 | 50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete |
| 6 | 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)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 7 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete |
| 8 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge |
| 9 | 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 (zone-III) derived from natural sources : 6 gradedstone aggregate 40 mm nominal size derived from natural sources) |
| 10 | 13.9.2:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.20 mm cement plaster |
| 11 | 50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete |
| 12 | 12.1.3:Providing corrugate G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete ( up to any pitch in horizontal / vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.63 mm thick with zinc coating not less than 275 gm/m2 |
| 13 | 9.95.3:Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete:100x75x4 mm |
| 14 | 9.97.3:Providing and fixing aluminium tower bolts, ISI marked, anodised(anodic coating not less than grade AC 10 as per : 1868), transparent or dyed to required colour or shade, with necessary screws complete:200x10 mm |
| 15 | 50.9.15.1:Supplying and fixing 200 mm Aluminium aldrop |
| 16 | APPENDIX A -PART II :- ELECTRIFICATION OF PUMP HOUSE |
| 17 | OD330760/2025-2026: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 piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required (Group B) |
| 18 | OD330823/2025-2026:Providing and fixing following capacity TP&N disconnector fuse switch unit inside the existing panel board with lSI marked HRC fuses including drilling holes in cubicle panel, making connections, etc. as required. 63ATP&N |
| 19 | OD330771/2025-2026:Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement andwatering pipe etc. (but without charcoal/ coke and salt ) as required. |
| 20 | OD330762/2025-2026:Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube etc. directly on ceiling/ wall, including connection with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. |
| 21 | OD330800/2025-2026:Supplying 18 /20 W LED tube light with all accessories |
| 22 | OD330774/2025-2026:Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required - 200 mm X 125 mm X 60 mm |
| 23 | OD275310/2025-2026:Supplying and providing meter box and panel board for KSEB supply and providing necessaryfuse unit and isolators for 3 phase supply as per the direction of departmental officers. |
| 24 | APPENDIX B -PART I :- LAYING PUMPING MAIN - WORKING CHARGES. |
| 25 | 100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. |
| 26 | 15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road |
| 27 | 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. |
| 28 | 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. |
| 29 | 100.98.1008:Engaging Coolie. |
| 30 | 100.9.8:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes. |
| 31 | OD275307/2025-2026:Interconnecting newly laid 90mm PVC pipe to the 80mm GI pumping main using 80mm GI Pipe and 80mm GI bend supplied by the contractor and testing to the required test pressure, labour charges, hire for tools etc. complete. |
| 32 | OD279572/2025-2026:Interconnecting the newly laid 90 mm PVC. Pipe line to the existing 160mm PVC line by cutting the existing 160mm pvc Pipe Line diametrically, the cut being diametrically perpendicular to the axis of pipe and smoothening of cut ends, inserting the 160x160x160 mmm PVC TEE and 160 x 90 mm PVC Reducer,160mm CIR Joint and bit pipe supplied by the contractor and placing in position, aligning and jointing with solvent cement, testing to the required test pressure, including cost of 160x160x160 mmm PVC TEE and 160 x 90 mm PVC Reducer, and bit pipe and specials to be of 10kg/cm2 all labour charges, and hire for tools, Fencing, Conveyance charges, Caution board etc; complete excluding cost of CIR joint. |
| 33 | OD275308/2025-2026:Interconnecting the newly laid 90mm PVC pipe to the existing 90mm PVC line by cutting the existing line diametrically, the cut being perpendicular to the axis of pipe and smoothening the cut ends and inserting the 90x90x90 mm PVC TEE supplied by the Contractor and placing in position, jointing with solvent cement and testing to the required test pressure including cost of all specials, all labour charges etc complete as per direction. |
| 34 | 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 |
| 35 | 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 (zone-III) derived from natural sources : 6 gradedstone aggregate 40 mm nominal size derived from natural sources) |
| 36 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 37 | 13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand) |
| 38 | 16.78.2:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 39 | 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)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 40 | 100.31.1.1: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): 80mm diameter, Class I. |
| 41 | OD280482/2025-2026:Construction of standard valve protection tube with 110 mm PVC 6Kg/cm2 pipe to operate valve inside protection tube as per the direction of departmental officers. |
| 42 | APPENDIX B -PART II :- LAYING PUMPING MAIN - COST OF MATERIALS |
| 43 | 100.98.236:Supply of PVC Pipe, 10kg/cm2, 90mm Dia. |
| 44 | OD325433/2025-2026:Supplying PVC specials and solvent cement suitable for 90mm PVC 10 Kg pipe (3 % of cost of pipe). |
| 45 | 100.98.457:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm. |
| 46 | OD325430/2025-2026:Supply of 160 mm CIR Joint |
| 47 | APPENDIX C :- SUPPLY, ERECTION AND COMMISSIONING OF SUBMERSIBLE PUMP SET |
| 48 | OD275317/2025-2026:Supply, erection, testing and Commissioning of electrically operated brand new suitable HP submersible pump set of reputed manufacturers having ISI mark suitable for 150/200 mm dia, Tube well capable to discharge of water 383 LPM against a head of 85 M with stainless steel shaft with bronze impeller coupled with suitable three phase 400/440V prime mover with a delivery size of 80 mm including supplying 3 X 4 mm square submersible flat type copper cable not less than 10 M, fully automatic star delta starter compatible for automation (L&T MU-G20), wall mounted type panel board consisting of 63 A main switch, 63 A changeover switch, 63 A ELCB/MCB, single phase preventer, voltmeter, ammeter with selector switch, capacitor (6 KVAR) and earthling materials etc. and pressure gauge. 80 mm GI pipe (heavy duty) with couplings / flanges as column pipe - 10.00 m including its fabrication works for delivery connection, 80 mm CI sluice valve with wheel (PN 1.60) - 1 No, 80mm GM valve- 1No, 80mm CI NR valve (PN 1.60) -1 No, earth connection as per IE rules etc., erection and trial running etc. complete including one year Warrantee period as per direction of engineer in charge |
| 49 | OD276984/2025-2026:Supplying electrically operated brand new submersible pump set of suitable HP (Stand by) which shall be from KWA approved reputed manufacturers having Indian standards suitable for 150/ 200 mm dia, Tube well capable to discharge of water 383 LPM against a head of 85 m with stainless steel shaft with bronze impeller coupled with suitable three phase 400/440V prime over with a delivery size of 50 mm etc. complete including one year warrantee period as per direction of engineer in charge |
| 50 | OD275319/2025-2026:Supplying 80 mm GI Class B pipe (weight not less than 8.5 Kg/m) having ISI mark |
| 51 | OD275320/2025-2026:Supplying good quality 80mm GI BEND |
| 52 | OD275316/2025-2026:Supply 80mm MS Flange |
| 53 | OD275321/2025-2026:Supplying 3X4mm sq. submersible cable having ISI mark |
| 54 | OD330829/2025-2026:Supplying, fixing and commissioning bleaching powder solution / liquid chlorine dosing pump unit delivering 10 Kg pressure and 25 LPH discharge using mechanical type three phase dosing pump for injecting bleaching powder solution / liquid chlorine directly to the pumping line at suitable point including providing three phase dosing pump with stand in convenient place, ISI marked PVC storage tanks for mixing and feeding -2 Nos (200 L & 300 L), supplying and providing suitable size CPVC pipe line for all pipe line works, providing power supply from existing panel board using power cables encased in PVC conduit and accessories, synchronizing the operation of unit from the existing L&T GSM starter module, testing and trail running the unit including cost of mechanical type three phase dosing pump with all accessories, ISI marked PVC tanks -2 Nos, all pipe line works using CPVC pipe and specials, three phase starter and 2.5 sq.mm x 4 core insulated cable for electrical cable connection work, providing 20 -30 Ltr PVC buckets -2 Nos and 1 -1.5 Ltr mugs -2 Nos for mixing and feeding bleaching powder solution, MS supporting structure dosing unit and placing PVC tanks, all labour charges, conveyance charges, hire charges of tools etc complete as per the direction of engineer in charge. |
| 55 | OD275322/2025-2026:Supplying, conveying and fitting GSM based starter module (make L&T, model M power pro) for automatic operation of pump set including cost and conveyance of module, fitting and commissioning charges etc complete as per the direction of engineer in charge. |
| 56 | OD104043/2026-2027:Supplying L&T make M Power Pro GSM based Starter module. |
| 57 | APPENDIX D - PART I : - WORKING CHARGES - GAP CLOSING / INTERCONNECTION WORKS |
| 58 | 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. |
| 59 | 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. |
| 60 | 100.9.8:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes. |
| 61 | 100.9.7:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 75 mm nominal outside diameter pipes. |
| 62 | 100.9.6:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 63 mm nominal outside diameter pipes. |
| 63 | OD104582/2026-2027:Interconnecting newly laid 90/75/63 mm PVC with existing 90/75/63 PVC line using necessary specials, making the joint water tight, testing the joint etc complete including cost of all specials, conveyance charges, all labour charges, hire charges of tools but excluding cot of CIR joints, excavation and refilling charges etc complete as per the direction of engineer in charge. |
| 64 | 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)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 65 | 100.47.1.4:Leak rectification work in 63mm uPVC (Class 2 to 6) pipeline including detecting and locating leak, earthwork excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipeline without causing any damages to the remaining portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe to the site, cutting and lowering new pipe into the trenches, placing in position, aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or any available joint and testing the pipeline by operating the valves concerned, and rectifying the defects if noticed and without causing any damages to the existing utilities and refilling the trenches using excavated earth in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, lighting, watching, ribbon fencing, traffic controlling etc., complete as per the direction of Departmental officers including the cost of pipe and uPVC specials; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: All Socketed Jointing. |
| 66 | 100.47.1.5:Leak rectification work in 75mm uPVC (Class 2 to 6) pipeline including detecting and locating leak, earthwork excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipeline without causing any damages to the remaining portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe to the site, cutting and lowering new pipe into the trenches, placing in position, aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or any available joint and testing the pipeline by operating the valves concerned, and rectifying the defects if noticed and without causing any damages to the existing utilities and refilling the trenches using excavated earth in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, lighting, watching, ribbon fencing, traffic controlling etc., complete as per the direction of Departmental officers including the cost of pipe and uPVC specials; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: All Socketed Jointing. |
| 67 | 100.47.1.6:Leak rectification work in 90mm uPVC (Class 2 to 6) pipeline including detecting and locating leak, earthwork excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipeline without causing any damages to the remaining portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe to the site, cutting and lowering new pipe into the trenches, placing in position, aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or any available joint and testing the pipeline by operating the valves concerned, and rectifying the defects if noticed and without causing any damages to the existing utilities and refilling the trenches using excavated earth in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, lighting, watching, ribbon fencing, traffic controlling etc., complete as per the direction of Departmental officers including the cost of pipe and uPVC specials; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: All Socketed Jointing. |
| 68 | 100.47.2.1:Leak rectification work in 90mm uPVC (Class 2 to 6) pipeline including detecting and locating leak, earth work excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipeline without causing any damages to the balance portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe, cutting and lowering new pipe into the trenches, placing in position, aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or repairable joint and testing the pipeline by operating the valves concerned, and rectifying the defects if noticed and refilling the trenches in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, without causing any damages to the existing utilities, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, lighting, ribbon fencing, watching, traffic control etc., complete as per the direction of Departmental officers, including the cost of pipe & specials but excluding the cost of C.I.R. Joints; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: Socket & C.I.R. Jointing. |
| 69 | APPENDIX D - PART II :- COST OF MATERIALS. |
| 70 | 100.98.236:Supply of PVC Pipe, 10kg/cm2, 90mm Dia. |
| 71 | OD104615/2026-2027:Supplying PVC specials and solvent cement suitable for 90 mm 10 Kg PVC pipe as per the direction of engineer in charge (3 % of cost of pipe). |
| 72 | 100.98.235:Supply of PVC Pipe, 10kg/cm2, 75mm Dia. |
| 73 | OD104616/2026-2027:Supplying PVC specials and solvent cement suitable for 75 mm 10 Kg PVC pipe as per the direction of engineer in charge (3 % of cost of pipe). |
| 74 | 100.98.234:Supply of PVC Pipe, 10kg/cm2, 63mm Dia. |
| 75 | OD104617/2026-2027:Supplying PVC specials and solvent cement suitable for 63 mm 10 Kg PVC pipe as per the direction of engineer in charge (3 % of cost of pipe). |
| 76 | OD104588/2026-2027:Supplying 90 mm CIR joint full set at site including conveyance charges etc complete as per the direction of engineer in charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysOct 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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