Nagara Sanjayam Mulamkunnathukavu Samagra Kudivella Padhathi Arangazhikulam Drinking Water Project Construction Of 400Mm Dia Open Well And Pipe Line In Mulamkunnathukavu Panchayath Nagara Sanjayam Mulamkunnathukavu Samagra Kudivella Padhathi Arangazhikula
Tender Value
Ref. Documents
Estimated cost
Bid Submission
15 Jan 2022
0 days left
EMD
45100
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
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Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mulamkunnathukavu → Kerala
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Not Available
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Not Available
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Project Description
Nagara Sanjayam Mulamkunnathukavu Samagra Kudivella Padhathi Arangazhikulam Drinking Water Project Construction Of 400Mm Dia Open Well And Pipe Line In Mulamkunnathukavu Panchayath Nagara Sanjayam Mulamkunnathukavu Samagra Kudivella Padhathi Arangazhikulam Drinking Water Project Construction Of 400Mm Dia Open Well And Pipe Line In Mulamkunnathukavu Panchayath
BOQ
| Sl. No. | Item Description |
| 1 | Appendix 1 Construction of Open well |
| 2 | Constructing a ring bund having top width 1m, bottom width 1 m and height 1.500 m by using earth filled cement bag on both faces and filling clay for puddle and for dismantling after completing work etc. complete |
| 3 | Earthwork open well excavation (in or under water) for wells of dia. above 3.5m and upto 6.0 m in all kinds ofsoil and conveying and depositing the spoil within initial lead of 50m and lift up to 1.5 m including neat banking.NEW DATA (Prepared based on PHED SDB - Item No.1090 & 1093 |
| 4 | Earthwork open well excavation (in or under water) for wells of dia. above 3.5m and upto 6.0 m in all kinds ofsoil and conveying and depositing the spoil within initial lead of 50m and lift from 1.5mto 3.0 m including neat banking.NEW DATA (Prepared based on PHED SDB - Item No.1090 & 1093 |
| 5 | Granite rock blasting in wells,measured in solids,including collecting and stacking spoil for measurement within the intial lead of 50m and lift upto 3.00m(1 st depth 1.50m to 3.00m) but excluding bailing out water.(Ref. Item No. 1098 (b) of T C) |
| 6 | Bailing out water with engine and pumpset above 10 HP upto 20 HP 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.NEW DATA (Prepared based on PHED SDB - Item No.1070 |
| 7 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge.The elevational area of the scaffolding shall be measured for payment purpose.The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done . |
| 8 | Centering and shuttering including strutting, etc. and removal of form for:Well steining |
| 9 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, 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 impairing strength and durability as per direction of the Engineer - in -charge. Note:- Cement content considered in this item is @330kg/cum. Excess /less cement used as per design mix is payable/recoverable separately.All wiork upto plinth level |
| 10 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, 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 impairing strength and durability as per direction of the Engineer - in -charge. Note:- Cement content considered in this item is @330kg/cum. Excess /less cement used as per design mix is payable/recoverable separately.All work above plinth level upto floor V level |
| 11 | 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 |
| 12 | 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete |
| 13 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. |
| 14 | Filling available excavated 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.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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. |
| 15 | Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil |
| 16 | Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 17 | Appendix 5 Labour charges for pipe laying |
| 18 | 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 (Ref. Item No. 2.10.1 of DSR) |
| 19 | 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.(Ref. Item No. 2.13.1 of DSR) |
| 20 | Laying UPVC pipesof class 2 to class 6 andspecials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure(excluding cost of pipes and specials). 90 mm nominal outer dia pipes.\" |
| 21 | Laying UPVC pipesof class 2 to class 6 andspecials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure(excluding cost of pipes and specials).75 mm nominal outer dia pipes. |
| 22 | Laying UPVC pipesof class 2 to class 6 andspecials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure(excluding cost of pipes and specials).110 mm nominal outer dia pipes. |
| 23 | Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work 100 mm dia nominal bore |
| 24 | Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore |
| 25 | Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work65 mm dia nominal bore |
| 26 | \"Conveying and fixing C.I. sluice valves (with cap)by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) :80 mm diameter. Class I\"Observed Data derivedfrom item no.18.31.of DAR |
| 27 | 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): 25 mmSingle acting Air Valve Observed Data derivedfrom item no.18.59.of DAR |
| 28 | Providing valve protection measures by using 6kg/cm2 140mm Dia pvc pipe having a length 1.2m and RCC slab with size 40*40*10 cm |
| 29 | 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, traffice 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. |
| 30 | 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 : 4 graded stone aggregate 20 mm nominal size) |
| 31 | Interconnection the newly laid 90mm Pvc pipe line with the existing 90mmPvc pipe line cutting the existing line,supplying and fitting 90mm Pvc bendand connecting with newly laid 90mm Pvc line using 90mm CIR joint and making water tight joint including cost and conveyance of all specials,all labour charges and hire charges of tools but excluding excavation and refilling charges etc.complete as per direction of engineer in charge. |
| 32 | Washing OHSR/GLSR using brooms, brushes and bleaching powder by engaging coolies, scrubbing twice, washing and cleaning using fresh water, including side wall, floor slab and columns,disposing the the slurry / waste materilas away from the immediate premises and within the initial lead of 50m from the periphery of the tank, without causing any damage to the exististing strucutre and installations, charges including the operation of valves, conveyance and hire charges of tools and as per the direction of the department officers etc. complete. |
| 33 | Appendix 6 cost of materials |
| 34 | Supply of uPVC Pipe, IS 4985:2000 , 6kg/cm2, 90mm Dia. |
| 35 | Supply of uPVC Pipe, IS 4985:2000 , 6kg/cm2, 75mm Dia.. |
| 36 | Supply of uPVC Pipe, IS 4985:2000 , 10kg/cm2, 110mm Dia. |
| 37 | Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm. |
| 38 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm. |
| 39 | Add 3% for PVC specials |
| 40 | Add 5% for GI specials |
AI Tender Summary
Tender Timeline
Jan 10, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJan 15, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 18, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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