Providing And Construction Of Rcc Collection Tank For Effluent , Supply Of Ozone Generator And Laying Of Connected Drainage Line Behind Animal House At Csir-Cftri , Mysuru
Tender Value
15.86 Lakhs
Estimated cost
Bid Submission
02 Nov 2019
0 days left
EMD
31750
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
CSIR-CFTRI, Mysuru → Karnataka
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Providing And Construction Of Rcc Collection Tank For Effluent , Supply Of Ozone Generator And Laying Of Connected Drainage Line Behind Animal House At Csir-Cftri , Mysuru
BOQ
| Name of Work: Providing and construction of RCC collection tank for effluent, supply of ozone generator and laying of connected drainage line behind Animal House at CSIR-CFTRI, Mysuru. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Dismantling of road gully chamber/ manholes of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead including refilling the excavated gap. | ITEM NO 1 | 3 | each |
| 2 | 2 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m\noutside the periphery of the area cleared. | ITEM NO 2 | 400 | sqm |
| 3 | 3 | Cutting and removing of tree roots of girth more than 30cm including earth work excavation, refilling and compaction | ITEM NO 3 | 50 | each |
| 4 | 4 | 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.\n\nAll kinds of soil | ITEM NO 4 | 70 | cum |
| 5 | 5 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 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 :\n\nAll kinds of soil\nPipes, cables etc. exceeding 80 mm dia. but not\nexceeding 300 mm dia | ITEM NO 5 | 120 | metre |
| 6 | 6 | Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre). | ITEM NO 6 | 75 | metre |
| 7 | 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | ITEM NO 7 | 30 | cum |
| 8 | 8 | 15mm cement plaster on rough side of single or half brick wall of mix:\n\n1:4 (1 cement: 4 M sand) | ITEM NO 8 | 30 | sqm |
| 9 | 9 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. | ITEM NO 9 | 10 | kilo litres |
| 10 | 10 | Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 M sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 M sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 M sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 M sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :\n\n0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 M sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete.\n(Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) :\nWith common burnt clay F.P.S. (non modular) bricks of class designation 5.00 | ITEM NO 10 | 2 | each |
| 11 | 11 | Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 M sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 M sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 M sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 M sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :\n\n1.68 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 M sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete.\n(Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) :\nWith common burnt clay F.P.S. (non modular)\nbricks of class designation 5.00 | ITEM NO 11 | 3 | each |
| 12 | 12 | Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m to 1.67 m\n\nWith common burnt clay F.P.S. (non modular) bricks of\nclass designation 7.5 | ITEM NO 12 | 3 | metre |
| 13 | 13 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 M sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. | ITEM NO 13 | 16 | each |
| 14 | 14 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 M sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 M sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :\n\nFor pipes 100 to 250 mm diameter | ITEM NO 14 | 4 | each |
| 15 | 15 | Providing, laying and jointing PVC pipes of 6 kgf/ sq.cm pressure capacity including testing of joints etc., complete\n\n160 mm diameter \n(Make: ASTRAL, SUPREME). | ITEM NO 15 | 120 | metre |
| 16 | 16 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :\n\n1:4:8 (1 Cement : 4 M sand : 8 graded stone aggregate 40 mm nominal size) | ITEM NO 16 | 4 | cum |
| 17 | 17 | 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 :\n\n1:1.5:3 (1 cement : 1.5 M sand : 3 graded stone aggregate 20 mm nominal size) | ITEM NO 17 | 6 | cum |
| 18 | 18 | 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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and\nreinforcement :\n\n1:1.5:3 (1 cement : 1.5 M sand : 3 graded stone aggregate 20 mm nominal size) | ITEM NO 18 | 3 | cum |
| 19 | 19 | Centering and shuttering including strutting, propping etc. and removal of form for :\n\nFoundations, footings, bases of columns, etc. for mass concrete | ITEM NO 19 | 8 | sqm |
| 20 | 20 | Centering and shuttering including strutting, propping etc. and removal of form for :\n\nWalls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | ITEM NO 20 | 60 | sqm |
| 21 | 21 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.\n\nThermo-Mechanically Treated bars of grade Fe-500D or more. | ITEM NO 21 | 800 | kg |
| 22 | 22 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.\n\nThermo-Mechanically Treated bars of grade Fe-500D or more. | ITEM NO 22 | 400 | kg |
| 23 | 23 | Steel 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.\n\nIn gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | ITEM NO 23 | 225 | kgs |
| 24 | 24 | 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.\n\nOn concrete work | ITEM NO 24 | 30 | sqm |
| 25 | 25 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:\n\nNew work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)\nMake: asian - apex | ITEM NO 25 | 40 | sqm |
| 26 | 26 | Supplying and installation of 100 gm Aircooled electrode ozone generator including injector, circulation pump and roof cover shed for ozone generator as per the enclosed detailed specificaiton (Annexure-C) in tender documents.\n\nMAKE: FARADAY | ITEM NO 26 | 1 | each |
AI Tender Summary
Tender Timeline
Oct 16, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedNov 02, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 04, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender