Deposit Work - Poruvazhy Grama Panchayath 2020-2021 Project No191/20 - Kalathyvila Water Supply Scheme- Construction Of Well Cum Pump House , Supply And Erection Of Pump Set , Pvc Tank And Providing Water Supply House Connections In Poruvazhy Panchayat
Tender Value
Ref. Documents
Estimated cost
Bid Submission
30 Jan 2021
0 days left
EMD
23500
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
poruvazhy grama panchayath → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Deposit Work - Poruvazhy Grama Panchayath 2020-2021 Project No191/20 - Kalathyvila Water Supply Scheme- Construction Of Well Cum Pump House , Supply And Erection Of Pump Set , Pvc Tank And Providing Water Supply House Connections In Poruvazhy Panchayat
BOQ
| Work Name:Deposit work - Poruvazhy Grama Panchayath 2020-2021 Project No191/20 - Kalathyvila Water Supply Scheme- Construction of Well cum pump house, Supply and Erection of pump set ,PVC tank and providing water supply house connections in Poruvazhy Panchayath. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction of pump house near well | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.001 | Engaging Coolie | BI01010001010000000000000515BI0100001113 | 4 | Day |
| 3 | 1.002 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | BI01010001010000000000000515BI0100001114 | 4.956 | cum |
| 4 | 1.003 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with: | BI01010001010000000000000515BI0100001115 | 5.429 | cum |
| 5 | 1.004 | 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 | BI01010001010000000000000515BI0100001116 | 1.932 | cum |
| 6 | 1.005 | Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | BI01010001010000000000000515BI0100001117 | 5.923 | cum |
| 7 | 1.006 | 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 | BI01010001010000000000000515BI0100001118 | 2.648 | cum |
| 8 | 1.007 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) | BI01010001010000000000000515BI0100001119 | 0.644 | cum |
| 9 | 1.008 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Second class teak wood | BI01010001010000000000000515BI0100001120 | 0.114 | cum |
| 10 | 1.009 | Providing and fixing panelled or panelled and glazed shutters for shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessery screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer - in-charge.Second class teak wood35 mm thick shutters | BI01010001010000000000000515BI0100001121 | 4.227 | sqm |
| 11 | 1.01 | 12 mm cement plaster of mix: | BI01010001010000000000000515BI0100001122 | 43.83 | sqm |
| 12 | 1.011 | 12 mm cement plaster of mix: | BI01010001010000000000000515BI0100001123 | 66.661 | sqm |
| 13 | 1.012 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. | BI01010001010000000000000515BI0100001124 | 1 | kg |
| 14 | 1.013 | Centering and shuttering including strutting, etc. and removal of form for: | BI01010001010000000000000515BI0100001125 | 25.589 | sqm |
| 15 | 1.014 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001126 | 324 | kg |
| 16 | 1.015 | Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand): | BI01010001010000000000000515BI0100001127 | 5.04 | sqm |
| 17 | 1.016 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work | BI01010001010000000000000515BI0100001128 | 12.8 | sqm |
| 18 | 1.017 | Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm) | BI01010001010000000000000515BI0100001129 | 119.78 | sqm |
| 19 | 2 | Supplying ,fixing 3 HP Pump set and power allocation charges | BI01010001010000000000000515BI0100001130 | ||
| 20 | 2.001 | Supplying of new open submersible pumpset with motor suitable for the above pump as per IE/KSEI specifications with non reversing arrangements which designed for 8 lps against a head of 18 m reputed make and one nos starter complete | BI01010001010000000000000515BI0100001131 | 1 | set |
| 21 | 3 | construction of stand and for for providing and fixing tank | BI01010001010000000000000515BI0100001132 | ||
| 22 | 3.001 | Engaging Coolie | BI01010001010000000000000515BI0100001133 | 1.5 | Day |
| 23 | 3.002 | Excavation work 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 soils as directed, within a lead of 50 m.Hard rock (requiring blasting) | BI01010001010000000000000515BI0100001134 | 4.4 | cum |
| 24 | 3.003 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) | BI01010001010000000000000515BI0100001135 | 0.1 | cum |
| 25 | 3.004 | 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 : 8 graded stone aggregate 40 nominal size) | BI01010001010000000000000515BI0100001136 | 3 | cum |
| 26 | 3.005 | Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | BI01010001010000000000000515BI0100001137 | 32.911 | sqm |
| 27 | 3.006 | Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001138 | 5.42 | cum |
| 28 | 3.007 | Brick work with common burnt clay machine moulded perforated bricks of classdesignation 12.5 conforming to IS: 2222 in superstructure above plinth level up tofloor five level in cement mortar 1:6 (1 cement : 6 coarse sand): | BI01010001010000000000000515BI0100001139 | 0.52 | cum |
| 29 | 3.008 | 12 mm cement plaster finished with a floating coat of neat cement of mix: | BI01010001010000000000000515BI0100001140 | 35.378 | sqm |
| 30 | 3.009 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHard drawn steel wire fabric | BI01010001010000000000000515BI0100001141 | 588 | kilogram |
| 31 | 3.01 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | BI01010001010000000000000515BI0100001142 | 250 | kilogram |
| 32 | 4 | Laying 90mm pvc pumping main from well to tank & distribution | BI01010001010000000000000515BI0100001143 | ||
| 33 | 4.001 | 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 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) | BI01010001010000000000000515BI0100001144 | 604.1 | cum |
| 34 | 4.002 | 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.Ordinary Rock. (Ref. Item No. 2.14 of DSR) | BI01010001010000000000000515BI0100001145 | 258.9 | cum |
| 35 | 4.003 | 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. (Data Prepared based on PWD SDB - Item No.1009) | BI01010001010000000000000515BI0100001146 | 350 | metre |
| 36 | 4.004 | Laying UPVC pipes of class 2 to class 6 and specials, 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.\" | BI01010001010000000000000515BI0100001147 | 1726 | metre |
| 37 | 4.005 | Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore | BI01010001010000000000000515BI0100001148 | 6 | metre |
| 38 | 5 | Cost of meterials | BI01010001010000000000000515BI0100001149 | ||
| 39 | 5.001 | Supply of PVC Pipe, 6kg/cm2, 90mm Dia. | BI01010001010000000000000515BI0100001150 | 1726 | metre |
| 40 | 5.002 | supplying and fixing of GM valve | BI01010001010000000000000515BI0100001151 | 5 | No |
| 41 | 5.003 | providing and fixing sintex tank | BI01010001010000000000000515BI0100001152 | 5000 | Litre |
| 42 | 6 | House connections | BI01010001010000000000000515BI0100001153 | ||
| 43 | 6.001 | od137712/2019_2020 :Supplying Schedule 80 ASTM pipe , 25mm nominal Dia | BI01010001010000000000000515BI0100001154 | 300 | metre |
| 44 | 6.002 | Hose connection from main in 25mm 18kg/cm2 dia ASTM pipe) | BI01010001010000000000000515BI0100001155 | 40 | No |
| 45 | 6.003 | 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) | BI01010001010000000000000515BI0100001156 | 30 | cum |
| 46 | 6.004 | Advertisement Charges and other Unforseen items | BI01010001010000000000000515BI0100001157 | 1 | L.S |
AI Tender Summary
Tender Timeline
Jan 22, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedJan 30, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 03, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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