State Plan 2017-18 Optimization Of Production And Transmission -Augmentation Of Pavaratty Regional Water Supply Scheme Supply , Laying , Testing And Commissioning Of 700Mm Ms Rwpm , Construction Of Leading Channel And Substation Building And Allied Wo
Tender Value
1.13 Crore
Estimated cost
Bid Submission
11 Jan 2021
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
5600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
pavaratty → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
State Plan 2017-18 Optimization Of Production And Transmission -Augmentation Of Pavaratty Regional Water Supply Scheme Supply , Laying , Testing And Commissioning Of 700Mm Ms Rwpm , Construction Of Leading Channel And Substation Building And Allied Work Civil Works
BOQ
| Name of Work: State Plan 2017-18: Optimization of Production and Transmission - Augmentation of Pavaratty Regional Water Supply Scheme: Supply, laying, testing & commissioning of 700mm MS RWPM, construction of leading channel and substation building and allied works (Civil works) | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Supplying and Laying 700 mm DI K9 Pumping main from well site to pumping station A - PART I - Cost of Materials | item 1 | ||
| 2 | 1.001 | Supplying 700 mm D/F Sluice valve with cap PN 1.6 | item 2 | 2 | No |
| 3 | 1.002 | 700 mm DI D/F Dual check plate valve | item 3 | 3 | Nos |
| 4 | 1.003 | 700 mm DI D/F Air Cushion valve | item 4 | 1 | No |
| 5 | 1.004 | Supply of CI Air Valve, Conforming to IS 14848 - 2000, Kinetic Air Valve Type DK, Size 100mm | item 5 | 2 | Nos |
| 6 | 1.005 | Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm. | item 6 | 2 | Nos |
| 7 | 1.006 | Ductile iron K-12 Specials suitable for push on jointing upto 600 mm dia | item 7 | 3.72 | qtl |
| 8 | 1.007 | Ductile iron K-12 Specials suitable for push on jointing over 600 mm dia | item 8 | 37.99 | qtl |
| 9 | 1.008 | Supply of DI K9 Pipe Conforming to IS 8329/2000, 700mm Dia. | item 9 | 61.61 | m |
| 10 | 1.009 | Supply of Double Flanged 700 mm dia DI K9 pipe | item 10 | 6 | m |
| 11 | 1.01 | Supply of DI K9 Pipe Conforming to IS 8329/2000, 300mm Dia. | item 11 | 30 | m |
| 12 | 2 | Working Charge | item 12 | ||
| 13 | 2.001 | 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 consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil | item 13 | 211.35 | m3 |
| 14 | 2.002 | Fabricating Flanged MS pipes of 700mm of 2 m length piece | item 14 | 10 | m |
| 15 | 2.003 | Fabricating, Supplying and fitting 700mm MS bend according to site conditions . | item 15 | 4 | nos |
| 16 | 2.004 | Laying 700mm MS Pipes excluding cost of pipes and specials | item 16 | 10 | m |
| 17 | 2.005 | Providing flanged joints to double flanged MS pipes and specials, including testing of joints :700mm Diameter Pipe . | item 17 | 10 | No |
| 18 | 2.006 | Laying in position S & S or flanged C.I. special such as tees, bends, collars, tapers and caps etc. ( excluding cost of specials) | item 18 | 41.711 | qtl |
| 19 | 2.007 | Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve : 700 mm diameter. Class I\" | item 19 | 2 | Nos |
| 20 | 2.008 | Conveying and fixing C I Single acting Air Valve of approved quality with bolts,nuts,rubber insertions etc . excluding the cost of air valve:100 mm Double acting Air Valve | item 20 | 2 | Nos |
| 21 | 2.009 | Testing 700mm MS pipeline with potable water to the required test pressure. 700 mm dia | item 21 | 10 | m |
| 22 | 2.01 | 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 | item 22 | 82.585 | m3 |
| 23 | 2.011 | 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 20 mm nominal size) | item 23 | 3.016 | m3 |
| 24 | 2.012 | 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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size | item 24 | 4.904 | m3 |
| 25 | 2.013 | 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) | item 25 | 22.783 | m3 |
| 26 | 2.014 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | item 26 | 31.8 | m2 |
| 27 | 2.015 | Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | item 27 | 274.56 | m2 |
| 28 | 2.016 | 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 | item 28 | 2152.82 | Kg |
| 29 | 2.017 | Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster | item 29 | 101.28 | m2 |
| 30 | 2.018 | Dismantling asbestos cement pressure pipes including excavation and refilling trenches after taking out the pipes manually / by mechanical means and stacking the pipes within 50 metres lead as per direction of Engineer-in-Charge:Above 150 mm diameter | item 30 | 30 | m |
| 31 | 2.019 | Dismantling of C. I sluice valve including stacking of useful materials within a lead of 50 metres Above 150 mm diameter | item 31 | 1 | No |
| 32 | 2.02 | 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 3 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 50 m: 1.50m to 3.0m\nAll kinds of soil | item 32 | 17.385 | m3 |
| 33 | 2.021 | Providing flanged joints to double flanged CI/DI pipes and specials, including testing of joints : 700mm Diameter Pipe | item 33 | 3 | Nos |
| 34 | 2.022 | Testing 700mm DI/CI pipeline with potable water to the required test pressure.\n700 mm dia | item 34 | 61 | m |
| 35 | 2.023 | Testing 300mm DI/CI pipeline with potable water to the required test pressure.\n300 mm dia | item 35 | 30 | m |
| 36 | 2.024 | 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:700 mm dia pipes | item 36 | 10 | joint |
| 37 | 2.025 | 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 | item 37 | 6 | joint |
| 38 | 2.026 | Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials :\n300 mm dia Ductile Iron Class K-9 Pipes | item 38 | 30 | m |
| 39 | 2.027 | Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials : 700 mm dia Ductile Iron Class K-9 Pipes | item 39 | 61 | m |
| 40 | 2.028 | Providing lead caulked joints to spun iron or CI pipes and specials including testing of joints but excluding the cost of pig lead : 700 mm diameter pipe. | item 40 | 2 | Nos |
| 41 | 2.029 | Conveying and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS: 8329:K-9 conforming to IS: 8329 excluding cost of pipe and specials: 700 mm dia Ductile Iron Double Flanged | item 41 | 6 | m |
| 42 | 2.03 | Conveying and fixing D.I. D/F Dual check plate valves by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve : 700 mm diameter. Class I\" | item 42 | 4 | Nos |
| 43 | 2.031 | Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve :\n350 mm diameter. Class II | item 43 | 1 | No |
| 44 | 2.032 | Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve :\n100 mm diameter. Class I | item 44 | 2 | No |
| 45 | 3 | Construction of sub station building at Thrithala - Working Charges | item 45 | ||
| 46 | 3.001 | Engaging special man Mazdoor for clearing tank site and felling trees including cutting of trunks and branches ,removing the roots completely and stacking the serviceable materials | item 46 | 10 | No |
| 47 | 3.002 | Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in Charges:In cement mortar | item 47 | 17.55 | m3 |
| 48 | 3.003 | Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | item 48 | 6.866 | m3 |
| 49 | 3.004 | Demolishing brick work 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.In cement mortar | item 49 | 32.295 | m3 |
| 50 | 3.005 | Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead: Of area beyond 3 sq. metres. | item 50 | 7 | Nos |
| 51 | 3.006 | 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 | item 51 | 507.53 | m3 |
| 52 | 3.007 | 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 20 mm nominal size) | item 52 | 54.966 | m3 |
| 53 | 3.008 | 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 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 upto plinth level | item 53 | 100.457 | m3 |
| 54 | 3.009 | 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 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 | item 54 | 100.215 | m3 |
| 55 | 3.01 | 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 | item 55 | 23100.3 | kg |
| 56 | 3.011 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | item 56 | 119.71 | m2 |
| 57 | 3.012 | Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | item 57 | 190.8 | m2 |
| 58 | 3.013 | Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | item 58 | 449.185 | m2 |
| 59 | 3.014 | Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | item 59 | 209.629 | m2 |
| 60 | 3.015 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in:Cement mortar 1:4 ( 1 cement : 4 coarse sand)(from floor 2 level up to floor 5 level) | item 60 | 67.256 | m3 |
| 61 | 3.016 | 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) | item 61 | 255.696 | m2 |
| 62 | 3.017 | 12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand) | item 62 | 797.458 | m2 |
| 63 | 3.018 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work | item 63 | 23.1 | m2 |
| 64 | 3.019 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS: 15622, of approved make in colours White, Ivory, Grey, fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 Coarse sand), including grouting the joints with white cement and matching pigments etc., complete. | item 64 | 132.055 | m2 |
| 65 | 3.02 | 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) | item 65 | 1053.15 | m2 |
| 66 | 3.021 | 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 | item 66 | 255.678 | m3 |
| 67 | 3.022 | Providing and fixing glazed shutters for door, windows and clerestory windows using 4 mm thick float glass panes including ISI marked M.S. Pressed butt hinges bright finished of required size with necessary screws.30 mm thick | item 67 | 23.1 | m2 |
| 68 | 3.023 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover | item 68 | 8.101 | m2 |
| 69 | 3.024 | Electrification and Sanitation | item 69 | 1 | LS |
| 70 | 3.025 | 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. | item 70 | 3061.58 | kg |
| 71 | 3.026 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as with EPDM seal, complete upto 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 approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) | item 71 | 301.704 | m2 |
| 72 | 3.027 | 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) | item 72 | 454.87 | kg |
| 73 | 3.028 | Providing and fixing ball bearing for rolling shutters | item 73 | 2 | Nos |
| 74 | 4 | Construction of Balcony using Chequered plates in the intake well at Bharathapuzha for accomodating electrical apparatus for protection from flood | item 74 | ||
| 75 | 4.001 | Supply of MS Tees, Angles, Joists, ISMB, ISMC confirming to IS2062GrA/B including cost of conveyance charge | item 75 | 3042 | kg |
| 76 | 4.002 | Supply of MS plates confirming to IS 2062GrB including cost of conveyance charges | item 76 | 2715.22 | kg |
| 77 | 4.003 | Fixing ISMB & ISMC column and beam | item 77 | 3042 | kg |
| 78 | 4.004 | Demolishing brick work 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.In cement mortar | item 78 | 0.159 | m3 |
| 79 | 4.005 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size) | item 79 | 0.645 | m3 |
| 80 | 4.006 | Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | item 80 | 7.2 | m2 |
| 81 | 4.007 | 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | item 81 | 8.28 | m2 |
| 82 | 4.008 | 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) | item 82 | 8.28 | m2 |
| 83 | 4.009 | 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. | item 83 | 380.225 | kg |
| 84 | 4.01 | 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 | item 84 | 147.326 | kg |
| 85 | 4.011 | Supply of Bolts and Nuts 30mm dia 130mm long | item 85 | 12 | no |
| 86 | 4.012 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work | item 86 | 76.686 | m2 |
AI Tender Summary
Tender Timeline
Jan 05, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJan 11, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 13, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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