Effluent Treatment Plant At Cppr , Mannuthy-Conversion Of Existing Slurry Tank ( 1 Nos ) To Anaerobic Chamber And Allied Chambers , Sewage Channels Etc ( Stage-2 Works ) And Providing Sedimentation Tanks And Sieve Between Drainage System Of Pig Shed
Tender Value
10.38 Lakhs
Estimated cost
Bid Submission
21 Apr 2021
0 days left
EMD
15600
Bank guarantee accepted
Document Fee
2825
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mannuthy → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Effluent Treatment Plant At Cppr , Mannuthy-Conversion Of Existing Slurry Tank ( 1 Nos ) To Anaerobic Chamber And Allied Chambers , Sewage Channels Etc ( Stage-2 Works ) And Providing Sedimentation Tanks And Sieve Between Drainage System Of Pig Sheds .
BOQ
| Work Name : Effluent treatment plant at CPPR, Mannuthy-Conversion of existing slurry tank (1 Nos) to anaerobic chamber and allied chambers, sewage channels etc(stage-2 works) and providing sedimentation tanks and sieve between drainage sysytem of Pig Sheds. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Appendix A-Effluent treatment plant at CPPR, Mannuthy-Conversion of existing slurry tank (1 Nos) to anaerobic chamber and allied chambers, sewage channels etc(stage-2 works) | |||
| 2 | 1.01 | 15.9.2 : 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 | BI01010001010000000000000515BI0100001114 | 0.669 | cum |
| 3 | 1.02 | 15.7.4 : 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 | BI01010001010000000000000515BI0100001115 | 0.608 | cum |
| 4 | 1.03 | 15.2.1 : 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) | BI01010001010000000000000515BI0100001116 | 0.25 | cum |
| 5 | 1.04 | 4.1.5 : 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) | BI01010001010000000000000515BI0100001117 | 0.5 | cum |
| 6 | 1.05 | 50.2.3.1 : Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | BI01010001010000000000000515BI0100001118 | 24 | hour |
| 7 | 1.06 | 50.6.2.1 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | BI01010001010000000000000515BI0100001119 | 1.188 | cum |
| 8 | 1.07 | 5.1.2 : 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 | BI01010001010000000000000515BI0100001120 | 11.407 | cum |
| 9 | 1.08 | 5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | BI01010001010000000000000515BI0100001121 | 24.76 | sqm |
| 10 | 1.09 | 5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001122 | 20.855 | sqm |
| 11 | 1.1 | 5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide | BI01010001010000000000000515BI0100001123 | 23.7 | metre |
| 12 | 1.11 | 5.2.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding 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) | BI01010001010000000000000515BI0100001124 | 18.224 | cum |
| 13 | 1.12 | 5.12 : Providing, hoisting and fixing up to floor level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001125 | 0.02 | cum |
| 14 | 1.13 | 5.22.6 : 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 | BI01010001010000000000000515BI0100001126 | 1891.88 | kilogram |
| 15 | 1.14 | 5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | BI01010001010000000000000515BI0100001127 | 169.832 | sqm |
| 16 | 1.15 | 13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) | BI01010001010000000000000515BI0100001128 | 309.887 | sqm |
| 17 | 1.16 | 22.5 : Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg /sqm mixed with water proofing cement compound @ 0.126 kg/ sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | BI01010001010000000000000515BI0100001129 | 249.912 | sqm |
| 18 | 1.17 | od338318/2020_2021 : Random rubble masonry with departmental 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:<br>Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001130 | 2.43 | cum |
| 19 | 1.18 | od338319/2020_2021 : Providing and fixing PVC pipes includes joints of pipes with one step PVC solvent cement. Testing of joints complete as per direction of Engineer in Charge. 200 mm dia 6Kgf/cm2. | BI01010001010000000000000515BI0100001131 | 17.1 | metre |
| 20 | 1.19 | od338320/2020_2021 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 200x200x200mm dia Tee | BI01010001010000000000000515BI0100001132 | 2 | each |
| 21 | 1.2 | od338321/2020_2021 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement- 200 mm dia bend | BI01010001010000000000000515BI0100001133 | 6 | each |
| 22 | 1.21 | od339661/2020_2021 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 200 dia end cap | BI01010001010000000000000515BI0100001134 | 4 | no |
| 23 | 1.22 | 15.9.1 : 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 Lime Mortor | BI01010001010000000000000515BI0100001135 | 7.291 | cum |
| 24 | 1.23 | 15.2.2 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix) | BI01010001010000000000000515BI0100001136 | 2.521 | cum |
| 25 | 1.24 | 2.8.1 : 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 | BI01010001010000000000000515BI0100001137 | 3.78 | cum |
| 26 | 1.25 | 2.25 : 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. | BI01010001010000000000000515BI0100001138 | 9.72 | cum |
| 27 | 1.26 | 4.1.8 : 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) | BI01010001010000000000000515BI0100001139 | 1.442 | cum |
| 28 | 1.27 | 5.1.3 : 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) | BI01010001010000000000000515BI0100001140 | 7.02 | cum |
| 29 | 1.28 | 5.22.6 : 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 | BI01010001010000000000000515BI0100001141 | 175.5 | kilogram |
| 30 | 1.29 | 5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | BI01010001010000000000000515BI0100001142 | 68.4 | sqm |
| 31 | 1.3 | 13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) | BI01010001010000000000000515BI0100001143 | 46.801 | sqm |
| 32 | 2 | Appendix B-Providing sedimentation tanks and sieve between drainage system of pig sheds at CPPR, Mannuthy. | |||
| 33 | 2.01 | 2.8.1 : 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 | BI01010001010000000000000515BI0100001166 | 1.58 | cum |
| 34 | 2.02 | 15.2.2 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix) | BI01010001010000000000000515BI0100001167 | 1.58 | cum |
| 35 | 2.03 | 15.9.2 : 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 | BI01010001010000000000000515BI0100001168 | 5.265 | cum |
| 36 | 2.04 | 4.1.8 : 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) | BI01010001010000000000000515BI0100001169 | 1.154 | cum |
| 37 | 2.05 | 5.1.2 : 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 | BI01010001010000000000000515BI0100001170 | 6.109 | cum |
| 38 | 2.06 | 5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | BI01010001010000000000000515BI0100001171 | 53.482 | sqm |
| 39 | 2.07 | 5.22.6 : 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 | BI01010001010000000000000515BI0100001172 | 270.273 | kilogram |
| 40 | 2.08 | 10.2 : 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. | BI01010001010000000000000515BI0100001173 | 585 | kg |
| 41 | 2.09 | 13.52.1 : 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 | BI01010001010000000000000515BI0100001174 | 28.08 | sqm |
| 42 | 2.1 | od349050/2020_2021 : Supply and fixing of aluminium net below the range of 1/4 inch etc complete as per the direction of engineer in charge | BI01010001010000000000000515BI0100001175 | 2.633 | sqm |
| 43 | 2.11 | od349051/2020_2021 : Supply and fixing of 1/4 inch GI mesh of approved quality as per the direction of engineer in charge | BI01010001010000000000000515BI0100001176 | 2.633 | sqm |
| 44 | 2.12 | od349052/2020_2021 : Supply and fixing 1/2 inch GI Mesh (tata/ equivallent make) as per the direction of engineer in charge | BI01010001010000000000000515BI0100001177 | 2.633 | sqm |
AI Tender Summary
Tender Timeline
Apr 13, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedApr 21, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 23, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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