Tender For Construction Of Waste Management Shed In Phase Iii Of Gail Gaon
Tender Value
Ref. Documents
Estimated cost
Bid Submission
14 Mar 2024
0 days left
EMD
1.47 Lakhs
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
dibiyapur → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Waste Management Shed In Phase Iii Of Gail Gaon
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 Sqm on plan including getting out and disposal of excavated earth up to a distance of 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil |
| 2 | 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 up to a distance of 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed as directed by EIC : All kinds of soil |
| 3 | Excavating and supplying the earth from the immediate adjacent/nearest borrow pits in the close vicinity of the site 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)and lift upto 1.5 m, as directed by EIC all complete : All kinds of soil |
| 4 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish up to a distance of 50 m and lift upto 1.5 m as directed by EIC : All kinds of soil |
| 5 | 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 outside the periphery of the area cleared. |
| 6 | Disposal of debris / moorum / building rubbish / malba / similar unserviceable, dismantled or waste materials etc. from time to time, by tractor trolley/mechanical transport means, including supplying of labours for loading, transporting, necessary operators, fuel, etc. and unloading to an approved municipal dumping ground or to any place within or outside township boundary as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads upto 10 km, including all lifts involved. |
| 7 | Filling available excavated earth/existing earth from the adjacent borrowpitsin trenches, plinth, sides of foundations etc in layers not exceeding 20cm in depth, consolidating EA deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5m. |
| 8 | Supplying and filling in plinth with Jamuna sand (Confirming Zone III) under floors or wherever requried, including watering, ramming, consolidating and dressing complete. |
| 9 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after cutting and filling as per requirement for preparation of camber, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the subgrade and disposal of surplus earthwith lead upto 50 metres as per the direction of EIC. |
| 10 | Banking excavated earth in layers not exceeding 20 cm in depth and preparation of the embankment by breaking clods, watering, rolling/compacting EA layer with ½ tonne roller, or wooden or steel rammers, and rolling/compacting every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m : All kinds of soil |
| 11 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with rollers to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 12 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, thesize of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer in-charge |
| 13 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions, mixed with the polyester construction fibres of volume of 0.9 - 1.8 Kgs/Cum of cement concrete of approved make and fibres of triangular shape which is cut to the required length as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at the site, spreading and compacting by using vacCum dewatering flooring to required slope/ camber, finishing with required texture, including steel formwork with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 12 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants and sleeves & caps for dowel bars etc. are inclusive. Only construction fibres, dowel bars and tie bars shall be paid separately).Cement concrete prepared with batch mixing machine |
| 14 | Supply of polyester construction micro fibres for concrete of Recron 3S or equivalent approved make, of triangular shape with cut length of 24 mm and effective diameter of 20-40 microns, as directed by the EIC. |
| 15 | Providing and laying in position specified grade of reinforced cement concrete work excluding the cost of shuttering and reinforcement with: 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) - All work upto plinth level |
| 16 | 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 to floor five level excluding cost of centering, shuttering, finishing and reinforcement1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 17 | Supplying and laying Reinforcement at all levels for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete with Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 18 | Centering and shuttering including strutting, propping etc. and removal of form for all required activities upto plinth level/finished floor level as per direction of EIC complete. |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form for all required activities above plinth level/finished floor level as per direction of EIC complete. |
| 20 | 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 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 21 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 22 | 6mm cement plaster in 1:3 (1 cement: 3 coarse sand) for R.C.C column |
| 23 | 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 1:6 (1 cement : 6 coarse sand) |
| 24 | 12 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand) |
| 25 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 26 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 Sqm over and including priming coat of exterior primer applied @ 2.20kg/ 10 Sqm) |
| 27 | Providing Horizontal boring/Horizontal direction drilling for laying unplasticised Rigid PVC waste water pipes,conforming to IS : 13592 Type B,underneath the road at a suitable depth, including all the labour, machine etc. completeHDD of dia upto 110 mm |
| 28 | Providing Horizontal boring/Horizontal direction drilling for laying unplasticised Rigid PVC waste water pipes,conforming to IS : 13592 Type B,underneath the road at a suitable depth, including all the labour, machine etc. completeHDD of dia above 110 mm and upto 315 mm |
| 29 | Providing and fixing on wall face/underground unplasticised Rigid PVC waste water pipes including shaft area, after the erection of scaffolding, conforming to IS : 13592 Type B, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes including all fittings like bend, T, Y, collar, Nahani trap and any other type of fitting of required degree with access door as required, insertion rubber washer 3 mm thick, including necessary clamps in walls, lowering down the pipe under the ground etc complete including testing.(All measurement will be in running meter along the center line of pipe) : 110 mm diameter |
| 30 | Providing and fixing on underground slotted/perforated unplasticised Rigid PVC waste water pipes in GSB layer, conforming to IS : 13592 Type B,including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes including all fittings like bend, T, Y, collar, Nahani trap and any other type of fitting of required degree with access door as required, insertion rubber washer 3 mm thick, including necessary clamps in walls,lowering down the pipe under the ground etc complete including testing.(All measurement will be in running meter along the center line of pipe) : 100 mm diameter |
| 31 | Steel work welded/riveted/bolted in built up section / single section / framed work/trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, at all heights as per direction of EIC. |
| 32 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes |
| 33 | Providing and fixing bolts above 300mm in length incluidng nuts and washers complete. |
| 34 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work (15 Sqm per 1000 kg) |
| 35 | Supply & Fixing of Pre-painted coloured Trapezoidal profiled sheeting 1000-1020 mm cover width, 28 -30 mm high crests manufactured out of 0.50 mm TCT hi-tensile pre-painted Zincalume /Galvalume steel (AZ-150 gsm. Aluminium #Zinc alloy metallic coating of total both sides 550 Mpa yield stress as per AS-1397). Colour/ Exterior coat of SMP (Silicon Modified Polyester) / BHP XRW paint system, 20 micron top coat applied over 5 micron primer and a 5 micron polyester back coat applied over 5 microns primer OR equivalent coating/painting. The sheet shall have wide pans with stiffening ribs for effective water shedding and special male/female ends with full return legs on side laps for purlin support. The male end of the sheet shall have anti-capillary flute at side laps to prevent leakages. The sheet shall be fixed by means of Galvanised self-drilling self tapping fasteners (12-14x55 with EPDM seals). The sheet shall be supplied in lengths maximum upto 6-12 Mtrs long to suit site dimensions. The scope includes all sealing of joint, curves, edges or other accessories with silicon sealant. The bidder may consider clip lock system instead of self drilling screw system without any change in specification, rates and terms and conditions of the work. The work will include cost of all labour, equipments, materials, submission of shop drawing, cost of consumables, fasteners/clip lock, washers etc. The work is to be carried out directly as per specifications and direction of engineer in charge and the manufacturer.- 0.50 mm thick TCT (Total Coated Thickness) / 0.45 BMT (Base Metal Thickness) precoated sheet of make \"TATA BlueScope\", \"Lloyd\" , Interarch or equivalent confirming with minimum tensile strength 550 Mpa confirming AS : 1397. The sheet should pass 1000 hour salt test as per relevant test. |
| 36 | Supply & Fixing of Pre-painted coloured Trapezoidal profiled / PLAIN/ CURVED & PROFILED sheeting in ridges, curved surface, North light Curve, Apron Piece Gutter etc., manufactured out of 0.50 mm TCT hi-tensile pre-painted Zincalume /Galvalume steel (AZ-150 gsm. Aluminium #Zinc alloy metallic coating of total both sides 550 Mpa yield stress as per AS-1397). Colour / Exterior coat of SMP (Silicon Modified Polyester) / BHP XRW paint system, 20 micron top coat applied over 5 micron primer and a 5 micron polyester back coat applied over 5 microns primer OR equivalent coating/painting. The sheet shall be fixed by means of Galvanised self-drilling self tapping fasteners (12-14x55 with EPDM seals). The sheet shall be supplied in lengths maximum upto 6-12 Mtrs long to suit site dimensions. The scope includes all sealing of joint, curves , edges or other accessories with silicon sealant. The bidder may consider CLIPLOCK system instead of self drilling screw system without any change in specification, rates and terms and conditions of the work. The work will include cost of all labour, equipments, materials, submission of shop drawing, cost of consumables, fasteners/clip lock, washers etc. The work is to be carried out directly as per specifications and direction of engineer in charge and the manufacturer.- 0.50 mm thick TCT (Total Coated Thickness) / 0.45 BMT (Base Metal Thickness) precoated sheet of make TATA BlueScope\", \"Lloyd\" , Interarch or equivalent confirming with minimum tensile strength 550 Mpa confirming AS : 1397 The sheet should pass 1000 hour salt test as per relevant test. |
| 37 | Providing and applying Non-shrink grout (CNS 50) or as approved (prepared as per manufacture\"s recommendation) for grouting of bolts, filling up of pockets etc. in concrete / RCC works as per site requirement, all complete. |
| 38 | Dismantling and removing the existing fencing net along with the attached columns/posts and base supports etc., including making rolls and stacking it at the designated place, as directed by the EIC. |
| 39 | Demolishing R.C.C./cement concrete of any mix (i/c equivalent design mix)/brick work in cement mortar manually/ by mechanical means including stacking of servicable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 40 | Supply and operation of JCB for desilting , excavation, drain cleaning , dressing and other misc. works on hourly basis including the cost of fuel, operator, helper etc. as per requirement of GAIL and instruction of EIC |
| 41 | Providing and fixing welded wire mesh frame with wire mesh 25 x 25 mm, strands 3 mm thick and frame made of 20 x 5 mm M.S. flat subdivided into four equal rectangular or square panels with 20 x 5 mm M.S. flat to be fixed with 20 x 3 mm M.S. beading welded/screwed, complete as directed by the EIC. The whole frame with wire mesh is to be fixed in the opening above the brick wall and below the truss. Items of wire mesh, screws, etc., are inclusive. Only the frame of flat section shall be paid separately |
| 42 | Providing, mixing and applying a SBR based bonding coat of 1.5 cement : 1 Pidicrete URP or approved equivalent constructions chemical to the existing dismantled / chipped and cleaned surface as per specifications and direction of EIC. |
| 43 | Consultancy services for structural and architectural design of waste management shed from approved structural designer which shall include I. structural as well as architectural drawing in soft as well as in hard copy (4 set) II. 3 site visits of the architectural / structural designer for assessment of site and during progress of work. |
AI Tender Summary
Tender Timeline
Feb 21, 2024
11:30 IST
Tender Published
Tender notice published.
CompletedMar 14, 2024
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 15, 2024
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