State Plan 2020 21 Optimization Of Productionandtransmission Replacement Of Old Pipescwss To Kadungalloor, Karumaloor And Alangad Panchyaths- Replacing Worst Effected 350 Mm Ac Pumping Main From Treatment Plant At Muppathadam To Manjali Kunnumpuram.
Tender Value
1.37 Crore
Estimated cost
Bid Submission
11 Feb 2022
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kunnumpuram → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
State Plan 2020 21 Optimization Of Productionandtransmission Replacement Of Old Pipescwss To Kadungalloor, Karumaloor And Alangad Panchyaths- Replacing Worst Effected 350 Mm Ac Pumping Main From Treatment Plant At Muppathadam To Manjali Kunnumpuram.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 27-Jan-2022 | Corrigendum date | Date | 04-Feb-2022 |
| 2 | 04-Feb-2022 | Corrigendum Date | Date | 11-Feb-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | Part I - Cost of Materials |
| 2 | Supply of CI Air Valve, Conforming to IS 14848 - 2000, Double Orifice Type DS2, Size 50mm. |
| 3 | Supply of DI K9 Pipe Conforming to IS 8329/2000, 300mm Dia. |
| 4 | Part II - Working charges |
| 5 | 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 |
| 6 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 7 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 8 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidatingeach deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :All kinds of soil |
| 9 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidatingeach deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :\"Ordinary Rock. |
| 10 | Fencing one side of trenches, 1.50 m height with two rows of 10 cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2 m intervals. |
| 11 | Bailing out water with5 HP engine and pumpset including conveyance to the site, errection, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc. complete. |
| 12 | Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329excluding cost of pipes and specials : 300 mm dia Ductile Iron Class K-9 Pipes |
| 13 | 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:300 mm dia pipe |
| 14 | Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 : |
| 15 | Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:300 mm diameter pipe |
| 16 | Labour for cutting C.I. pipe with steel saw.300 mm diameter C.I. pipe |
| 17 | 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. |
| 18 | Testing 300mm DI/CI pipeline with potable water to the required test pressure. 300 mm dia |
| 19 | Making, supplying350x300mm Dia(8mm tk)Reducer and 350mm CID Joint used tointerconnecting of 350mm AC existing and newly laid 300 mm dia DIas per site condition etc complete. including all material and labour charges. |
| 20 | Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.) |
| 21 | Conveying and fixing C I Single acting AirValve of approved qualitywith bolts,nuts,rubber insertions etc . excluding the cost of airvalve(the tail pieces if required will be paid seperately):50 mmDouble acting Air Valve |
| 22 | Engaging Coolie |
| 23 | Engaging Fitter ( grade 1) |
| 24 | Engaging Beldar |
| 25 | Arranging 6000 litres water tankerhaving arrangement for spraying water on theroads after completion of pipe laying in order to avoid dust that causes nuisance to nearby residents . |
| 26 | 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 - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 |
| 27 | 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 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) |
AI Tender Summary
Tender Timeline
Feb 04, 2022
11:30 IST
Tender Published
Tender notice published.
Completed
Feb 04, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Feb 11, 2022
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedFeb 11, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 15, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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