Tender For Rectification Of 5Nos Small Water Supply Schemes In Thalappalam Grama Panchayath In Kottayam District
Tender Value
38.92 Lakhs
Estimated cost
Bid Submission
28 Nov 2022
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
thalappalam → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Rectification Of 5Nos Small Water Supply Schemes In Thalappalam Grama Panchayath In Kottayam District
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 16-Nov-2022 | Submission Date | Date | 28-Nov-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | APPENDIX-1CHITTANIPPARA WSS |
| 2 | 100.98.131Supply of PE Pipe, PE100, PN8, 50mm dia, conforming to IS 4984/2016 |
| 3 | 100.10.1\"Laying HDPE pipes (IS : 4984)on land portion including conveying within initial lead and aligning thepipes, electro-fusion welding using automatic or semi automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydrulic working pressure and after testing , aligning the pipeline, loweringthe pipe in position into the trenches already made, testing the line to suitable pressure with potablewater before back filling and leveling the trenches including all labour charge, hire for appliances etc.complete but excluding cost of pipe and fittings.90 mm OD HDPE pipe\" |
| 4 | 100.1.1Excavating trenches of required width for pipes, cables, etc including excavation for sockets, anddressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, andthen returning the soil as required, in layers not exceeding 20 cm in depth, including consolidatingeachdeposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within alead of 50 m :All kinds of soil (Ref. Item No. 2.10.1 of DSR) |
| 5 | 100.98.428Supply of CI Non Return Valve, Conforming to IS 5312 Part I - 1984, PN 1.6, Size 80mm. |
| 6 | Supplying and installing 12 HP OPENwell pumpset with ISI mark and specifications with allaccessories as per the duty condition confirming to reloventISI specificaton and mark -Head 120m & discharge 10000PH including Oil immersed Star Delta starter 12.5HP,/8KVAR Power capacitor, Single phase preventorCable 61.2 sqm, Earthing material, Pressure Guage with siphon and/Valve, NR Valve , Sluice Valve, Panel board of size 2.5 x 2feet including volt meter, ammeter, selector switch, 100AMCCB, 300MA ELCB, 63 o Fuse unit 3nos and panelboard wiring with cables, Supply & Fixing MS supportingclamps. with Pump set erection charges including weldingthe column pipes with flanges, bend and fitting valvesincluding the cost of rubber mat, nuts, bolts, labour charge,conveyance charge etc1,2 Supply and fixing 80 mm GI pipe with all fittings |
| 7 | APPENDIX-2TRIVENI WSS |
| 8 | 100.98.231Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 32mm Dia. |
| 9 | 100.98.232Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 40mm Dia. |
| 10 | 100.98.191Supply of PE Pipe, PE100, PN16, 50mm dia, conforming to IS 4984/2016 |
| 11 | 100.1.1Excavating trenches of required width for pipes, cables, etc including excavation for sockets, anddressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, andthen returning the soil as required, in layers not exceeding 20 cm in depth, including consolidatingeachdeposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within alead of 50 m :All kinds of soil(Ref. Item No. 2.10.1 of DSR) |
| 12 | 100.9.3Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing inposition aligning the pipe line to the lines and levels and jointing the pipes and specials with solventcement and testing the pipe line with water to the required test pressure (excluding cost of pipes andspecials).32 mm nominal outer dia pipes |
| 13 | 100.9.4Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing inposition aligning the pipe line to the lines and levels and jointing the pipes and specials with solventcement and testing the pipe line with water to the required test pressure (excluding cost of pipes andspecials). 40 mm nominal outer dia pipes |
| 14 | 100.10.1\"Laying HDPE pipes (IS : 4984)on land portion including conveying within initial lead and aligning thepipes, electro-fusion welding using automatic or semi automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydrulic working pressure and after testing , aligning the pipeline, loweringthe pipe in position into the trenches already made, testing the line to suitable pressure with potablewater before back filling and leveling the trenches including all labour charge, hire for appliances etc.complete but excluding cost of pipe and fittings.90 mm OD HDPE pipe\" |
| 15 | 18.19.2.1Providing and fixing gun metal non-return valve of approved quality (screwed end):32 mm nominalboreHorizontal |
| 16 | 18.19.3.1Providing and fixing gun metal non-return valve of approved quality (screwed end):40 mm nominalboreHorizontal |
| 17 | Supplying and installing panel board including wiring connections including cost of conveyance labour charges etc.complete |
| 18 | APPENDIX-3EDAKALAMATTOM WSS |
| 19 | 2.8.1Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundationtrenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides andramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplusexcavated soil as directed, within a lead of 50 m.All kinds of soil |
| 20 | 2.9.3Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches ordrains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soilsas directed, within a lead of 50 m.Hard rock (blasting prohibited) |
| 21 | 60.7.9RR with Departmental. Stone - Random rubble masonry using departmental rubble in foundation andplinth including through and bond stone and levelling up with cement concrete 1:6:12 (1 cement : 6coarse sand : 12 graded stone aggregate with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6coarse sand). |
| 22 | 60.5.1DOWEL BARS - Supplying and providing MS dowel bars of size 20 mm dia , 1.5m long (1m in rock and0.5 m in concrete ) including drilling holes of 25mm dia and filling the gap with cement grout (0.25kg/each) etc complete |
| 23 | 5.1.3Providing and laying in position specified grade of reinforced cement concrete, excluding the cost ofcentering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarsesand : 4 graded stone aggregate 20 mm nominal size) |
| 24 | 5.2.2Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinthand string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five levelexcluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size) |
| 25 | 5.9.2Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) includingattached pilasters, butteresses, plinth and string courses etc. |
| 26 | 5.9.3Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,landings, balconies and access platform |
| 27 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position andbinding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 28 | 13.16.16 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) |
| 29 | 13.21Extra for providing and mixing water proofing material in cement plaster work in proportion recommendedby the manufacturers. |
| 30 | 13.37.1White washing with lime to give an even shade:New work (three or more coats) |
| 31 | 13.46.1Finishing 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) |
| 32 | 13.71Lettering with black Japan pint of approved brand and manufacture |
| 33 | 10.2Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, includingcutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 34 | 12.1.1Providing corrugate G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or Lhooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washersfilled with white lead, including a coat of approved steel primer and two coats of approved paint onoverlapping of sheets complete ( up to any pitch in horizontal / vertical or curved surfaces), excluding thecost of purlins, rafters and trusses and including cutting to size and shape wherever required.1.00 mmthick with zinc coating not less than 275 gm/m2 |
| 35 | Supplying and fixing water level indicator including cost of conveyance and labour charges etc.complete |
| 36 | 18.12.7Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. Externalwork65 mm dia |
| 37 | 100.98.151Supply of PE Pipe, PE100, PN10, 50mm dia, conforming to IS 4984/2016. |
| 38 | 100.10.1 \"Laying HDPE pipes (IS : 4984)on land portion including conveying within initial lead and aligning thepipes, electro-fusion welding using automatic or semi automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydrulic working pressure and after testing , aligning the pipeline, loweringthe pipe in position into the trenches already made, testing the line to suitable pressure with potablewater before back filling and leveling the trenches including all labour charge, hire for appliances etc.complete but excluding cost of pipe and fittings.90 mm OD HDPE pipe\" |
| 39 | 100.98.234Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 63mm Dia. |
| 40 | APPENDIX-4KUNNINUPARA WSS |
| 41 | 100.98.151Supply of PE Pipe, PE100, PN10, 50mm dia, conforming to IS 4984/2016. |
| 42 | 100.10.1\"Laying HDPE pipes (IS : 4984)on land portion including conveying within initial lead and aligning thepipes, electro-fusion welding using automatic or semi automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydrulic working pressure and after testing , aligning the pipeline, loweringthe pipe in position into the trenches already made, testing the line to suitable pressure with potablewater before back filling and leveling the trenches including all labour charge, hire for appliances etc.complete but excluding cost of pipe and fittings.90 mm OD HDPE pipe\" |
| 43 | 100.1.1Excavating trenches of required width for pipes, cables, etc including excavation for sockets, anddressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, andthen returning the soil as required, in layers not exceeding 20 cm in depth, including consolidatingeachdeposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within alead of 50 m :All kinds of soil(Ref. Item No. 2.10.1 of DSR) |
| 44 | 100.32.5Conveying and fixing C I Single acting Air Valve of approved quality with bolts,nuts,rubber insertions etc .excluding the cost of air valve(the tail pieces if required will be paid seperately):100 mm Double acting Air Valve |
| 45 | 100.32.6Conveying and fixing C I Single acting Air Valve of approved quality with bolts,nuts,rubber insertions etc .excluding the cost of air valve(the tail pieces if required will be paid seperately):150 mm Double acting Air ValveObserved Data derived from item no.18.59.of DAR |
| 46 | 18.12.4Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. Externalwork32 mm dia nominal bore |
| 47 | 100.13.2Making connection of G.I. distribution branch with GI Main of following sizes by providing and fixing tee,including cutting and threading the pipe etc. complete :125mm & 150 mm nominal bore Observed Data derived from item no.18.13.2).of DAR |
| 48 | 100.98.135Supply of PE Pipe, PE100, PN8, 110mm dia, conforming to IS 4984/2016 |
| 49 | 100.10.2Laying HDPE pipes (IS : 4984)on land portion including conveying within initial lead and aligning thepipes, electro-fusion welding using automatic or semi automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydrulic working pressure and after testing , aligning the pipeline, loweringthe pipe in position into the trenches already made, testing the line to suitable pressure with potablewater before back filling and leveling the trenches including all labour charge, hire for appliances etc.complete but excluding cost of pipe and fittings.110 mm OD HDPE pipeNEW DATA |
| 50 | 100.98.429Supply of CI Non Return Valve, Conforming to IS 5312 Part I - 1984, PN 1.6, Size 100mm. |
| 51 | APPENDIX-5INCHOLIKKAVU WSS |
| 52 | 15.56Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposalof rubbish to the dumping ground within 50 metres lead. |
| 53 | 13.1.112 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 54 | 13.21Extra for providing and mixing water proofing material in cement plaster work in proportion recommendedby the manufacturers. |
| 55 | 13.37.1White washing with lime to give an even shade:New work (three or more coats) |
| 56 | 13.46.1Finishing 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) |
| 57 | 13.71Lettering with black Japan pint of approved brand and manufacture |
| 58 | 10.2Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, includingcutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 59 | 13.92.1Painting on G.S. sheet with synthetic enamel paint of approved brand andmanufacture of required colourto give an even shade :Old work (one or more coats) |
| 60 | Supplying and fixing water level indicator including cost of conveyance and labour charges etc.complete |
| 61 | 100.98.230Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 25mm. |
| 62 | 100.98.232Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 40mm Dia. |
| 63 | 100.98.233Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 50mm Dia. |
| 64 | 100.98.234Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 63mm Dia |
| 65 | 18.12.2PRICE EST NO:2022/20854printed on 28-10-2022 16:56:51 page 3Other Engineering OrganisationsP R I C EProviding and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. Externalwork20 mm dia nominal bore |
| 66 | 100.98.240Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 200mm Dia. |
| 67 | 100.9.2Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing inposition aligning the pipe line to the lines and levels and jointing the pipes and specials with solventcement and testing the pipe line with water to the required test pressure (excluding cost of pipes andspecials).25 mm nominal outer dia pipes. |
| 68 | 100.9.4Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing inposition aligning the pipe line to the lines and levels and jointing the pipes and specials with solventcement and testing the pipe line with water to the required test pressure (excluding cost of pipes andspecials).40 mm nominal outer dia pipes. |
| 69 | 100.9.5Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing inposition aligning the pipe line to the lines and levels and jointing the pipes and specials with solventcement and testing the pipe line with water to the required test pressure (excluding cost of pipes andspecials)50 mm nominal outer dia pipes. |
| 70 | 100.9.6Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing inposition aligning the pipe line to the lines and levels and jointing the pipes and specials with solventcement and testing the pipe line with water to the required test pressure (excluding cost of pipes andspecials).63 mm nominal outer dia pipes. |
| 71 | 100.9.13Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing inposition aligning the pipe line to the lines and levels and jointing the pipes and specials with solventcement and testing the pipe line with water to the required test pressure (excluding cost of pipes andspecials).200 mm nominal outer dia pipes |
| 72 | 100.1.1Excavating trenches of required width for pipes, cables, etc including excavation for sockets, anddressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, andthen returning the soil as required, in layers not exceeding 20 cm in depth, including consolidatingeachdeposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within alead of 50 m : All kinds of soil(Ref. Item No. 2.10.1 of DSR) |
| 73 | 4.1.6Providing and laying in position cement concrete of specified grade excluding the cost of centering andshuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mmnominal size) |
AI Tender Summary
Tender Timeline
Nov 16, 2022
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 28, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedNov 28, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 30, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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