Tender For Girgaon Water Supply Scheme Pauri Block Under Pauri Divison Girgaonwater Supply Scheme Pauri Block Under Pauri Divison
Tender Value
2.94 Crore
Estimated cost
Bid Submission
09 Mar 2023
0 days left
EMD
5.88 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
pauri → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Girgaon Water Supply Scheme Pauri Block Under Pauri Divison Girgaonwater Supply Scheme Pauri Block Under Pauri Divison
BOQ
| Sl. No. | Item Description |
| 1 | SITC of Pump, Motor Spare Parts and Supplying ,carting , laying and jointing of G.I pipe (M), Source work ,Reservoir& qualitative drinking water for each house hold and all other appurtenantworks etc complete TGIRGAONwater Supply scheme Under PAURI blocks in District Pauri. All rates shall be included all types of taxes and G.S.T. It is necessary the contractor will start the work from source to Distribution System. If any dispute in the source than other workwill not done by the contractor |
| 2 | Construction ofB.F.G at source for 4.00m vide B.F.G. including supply of all materials,labour, T&P etc. complete |
| 3 | Unit estimate of Gadhera tapping arrangement per running meter length excess over 4 meter gadhera |
| 4 | Supplying and installation of rapid sand filter as required |
| 5 | Supply And Fixing of AMR Bulk Water Meter |
| 6 | Providing of all materials, carting from side store to side of work , lowering into trenches with true to alignment, layingof MSERW PIPE gradenYst210, confirming to IS : 1978-1982, jointing by electric welding process with proper gradeof elctodes suitable for jointing of watter supply pipe (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding,completion of work with teasting of pipe line etc complete.80 mm MS ERW PIPE 4.8 mm thick |
| 7 | Providing of all materials, carting from site store to site of work, Laying & Jointing of G.I. screwed pipes (including supply of all jointing materials like specials , white lead,,hemp and oil etc) in trenches with its cutting,threading and testing of pipe line etc complete.100mm dia Gravity Main |
| 8 | 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. For pipe line in following strata including supply of labour, T&P. etc complete. Assuming that 50% pipe line is laid in trenches, it is estimated that 75% excavation will be in soil mixed with shingle, bajri & boulders and rest 25% will be in medium rock. In soil mixed with boulders |
| 9 | In soft rock |
| 10 | Cartage of following pipes, specials & fittings from Kotdwar to site store for proper completion of works.for feeder man |
| 11 | Supply and fixing of the following fittings including cartage of materials, labour and T&P etc. complete.Wheel Valve/Gate Valve for 50 mm dia |
| 12 | Supply of all materials, labour and T&P etc. and construct following valve chambers as per type design.Wheel Valve Chamber 45cm x 45cm size |
| 13 | Protection worksR.R.1:6 Stone masonry |
| 14 | Protection worksR.R.dry Stone masonry |
| 15 | P.C.C 1:4:8 |
| 16 | Providing of all materials, carting from site store to site of work, Laying & Jointing of G.I. screwed pipes (including supply of all jointing materials like specials , white lead,,hemp and oil etc) in trenches with its cutting,threading and testing of pipe line etc complete.50mm dia |
| 17 | 32mm dia |
| 18 | 25mm dia |
| 19 | 20mm dia |
| 20 | Cartage of following pipes, specials & fittings from Kotdwar to site store for proper completion of works.for 50 mm dia |
| 21 | for 32 mm dia |
| 22 | for 25 mm dia |
| 23 | for 20 mm dia |
| 24 | Dismantling of following dia screwed and socketed G.I. Pipes, specials and fittings including taking out of dismantled G.I. pipes and specials from trenches and stacking them properly within 50.00m but excluding the cost of earth work20mm dia |
| 25 | 32mm dia |
| 26 | 65mm dia |
| 27 | Excavation of earth for pipe line in following strata lift upto 1.5m. Lead upto 30m. Including refilling,watering,ramming of excavated earth into the trenches and removal of surplus earth upto adistance of 60m. Fromtrenches including supply of labour,T&P.etc complete.Assuming that 90%pipe line is laid in trenches ,it is estimated that 75% exavation will be in soil mixed with shingle,bajri&boulders and rest 25%will be in soft rockSoil mixed with boulder and bajri |
| 28 | Soft rock |
| 29 | Supply and fixing of the following fittings including cartage of materials, labour and T&P etc. complete.for 50 mm dia |
| 30 | for 32 mm dia |
| 31 | for 20 mm dia |
| 32 | Supply of all materials, labour and T&P etc. and construct following valve chambers as per type design.Wheel Valve Chamber 45cm x 45cm size |
| 33 | Protection worksR.R.1:6 Stone masonry |
| 34 | Protection worksR.R.dry Stone masonry |
| 35 | P.C.C 1:4:8 |
| 36 | CEMENT PLASTER (IN FINE SAND) 12 mm cement plaster ofmix 1:4 (1 cement: 4 fine sand) |
| 37 | CEMENT PLASTER (IN FINE SAND) 20 mm cement plaster ofmix : |
| 38 | 6MM CEMENT PLASTER 1:3 (1 cement : 3 fine sand) Reparing of exisitng staff rooms New Pump House |
| 39 | 1:4 (1 cement: 4 coarse sand)Internal external walls ofexisting staff room |
| 40 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : |
| 41 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10sqm) |
| 42 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer\"s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.repair work of existing staff rooms |
| 43 | Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thickrepair work for exisitng sstaff rooms |
| 44 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture |
| 45 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. |
| 46 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. |
| 47 | 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 |
| 48 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : Of area 3 sq. metres and below |
| 49 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : Above 40 mm nominal bore15 mm to 40 mm nominal bore |
| 50 | Above 40 mm nominal bore |
| 51 | Providing and laying water proofing treatment on roofs of slabsFor existing staff rooms |
| 52 | Providing and fixing ISI marked flush door shutters condirming to IS2202 (Part-1) non decorative tyoem core of block board construction with frame of 1st class hard wood and well macthed commercial 3 ply veneering with vertica grains or cross bands and face veeners on both faces of shutters-35 mm thick including ISI marked stainlesss steel but hinges with necessary screws |
| 53 | Providing fixing factory made ISI marked steel glazed doors, windows and ventilators, side/top/center hung, with beading and all members such F7D, F4B, K11B, and K12B, etc complete of standard rolled steel sections, joints metered and falsh butt welded and sash bars tonned and riveted, including providing and fixing of hinges, pivots, including priming of steel primer but excluding the cost of other fittings, complete all as per approved design (Sectional weight of only steel members shall be easured for the payment) Fixing with carbon steel galvanized steel dash fastner of required dia and size |
| 54 | Construction of storm water drain with in the campus |
| 55 | Rubber insulation sheet |
| 56 | Fully Automatic Auto transformer Starter Suitable for above pump motar |
| 57 | SITCof horizontal splitcasing centrifugal pumpsfor MPS discharge134, LPM, 590mtr head, withsuitablemotor and base frame and foundation complete . |
| 58 | Filling available excavatedearth (excluding rock)in trenches, plinth,sidesoffoundationsetc.inlayersnotexceeding 20cmin depth,consolidating eachdepositedlayerby ramming andwatering, leadup to 50 m and lift upto 1.5 m. |
| 59 | Providing and laying in position cement concrete of specified gradeexcludingthe cost of centering and shuttering - All work up toplinthlevel1:4:8(1Cement:4coarsesand: 8gradedstoneaggregate 40 mm nominal size). |
| 60 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level 1:1.5:3(1cement:1.5coarse sand: 3gradedstone aggregate 20 mm nominal size) |
| 61 | 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. uptofloor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3(1cement:1.5coarse sand: 3gradedstoneaggregate 20 mm nominal size) |
| 62 | ReinforcementforR.C.C.workincludingstraightening, cutting,bending, placing in position and binding allcomplete.T.M.T |
| 63 | Centring and shuttering including strutting,ropping etc. and removal of form forFoundations, footings, bases of columns, etc. for massconcrete. |
| 64 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 65 | Slab beams,& plinth beams |
| 66 | Suspendedfloors,roofs,landings,balconiesandaccessplatform. |
| 67 | Brick work with F.P.S. bricks of class designation 75 in foundationand plinth in Cement mortar 1:6 (1 cement : 6coarse sand) |
| 68 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). |
| 69 | Brick work with F.P.S. bricks of class designation 75 insuperstructure Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 70 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steelTee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggreg |
| 71 | Providing and fixing factory made ISI marked steel glazed doors,windows and ventilators side /top /centre hung with beading and all members such as K11 B and K12 B etc.complete of standard rolled steel sections, joints mitred and flash butt welded and sas |
| 72 | Providing and fixing ISI marked flush door shutters conforming toIS: 2202 (Part I) non decorative type, core of block board construction with frame of 1stclass hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and fa |
| 73 | Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent ordyed to required colour or shade with nuts and screws etc. complete300x16 mm |
| 74 | Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed torequired colour or shade with necessary screws etc. complete : 125 mm |
| 75 | Providing and fixing aluminium tower bolts ISI marked anodised(anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyedto required colour or shade with necessary screws etc. complete 250x10 mm |
| 76 | 150X10 MM |
| 77 | Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primerusing steel etc. as required.In gratings,frames,guardbar,ladder,railings,brackets, gates and similar works. |
| 78 | Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate) 40 mm thick finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 79 | 6 mm cement plaster 1:3 (1 cement: 3 fine sand) on ceiling |
| 80 | 12 mm thick cement plaster in 1:6 ( 1 cement and 6 fine sand) mortar including supply of all material , labour and T&P etc. required for proper completion of the work. |
| 81 | 15 mm cement plaster on rough side of single or half brickwall of mix 1: 4 (1 cement: 4 fine sand) |
| 82 | Distempering with oil bound washable distemper of approvedbrand and manufacture to give an even shade (New work (two or more coats) over and including priming coatwith cement primer) |
| 83 | Investigation, design and construction of following RCC CWR/ semi sunk reservoir including testing, cost of all pipes & fittings, supply and cartage of all material, Labour and T&P etc,complete. Structural design should be from IIT or equivalent institution. (Cap. in KL) |
| 84 | 150kl |
| 85 | 22.5 KL |
| 86 | 15 KL |
| 87 | 12.5 KL |
| 88 | 10 KL |
| 89 | 7.5 KL |
| 90 | 5 KL |
| 91 | 4 KL |
| 92 | Provision for barbed wire fencing wall or such other work allround the land for preventing approach of unathourised souls. |
| 93 | Provision for repairing of existing CWR tank 5-50 KL |
| 94 | Supply andinstallation of bucket type chlorinator of 25 liters capacity including bleeching powder solution doser, chloroscope kit with stop cock & iron cage fabricated with 25 mm x 25 mm square mesh withlocking arrangements below dozer to protect flexible pipe connection with CWR complete with all arrangements in position. |
| 95 | ProvidingFunctional House hold tap Connection (FHTC) from exiting supply main to House hold includingwith Laying & Jointing of G.I Pipe (Medium)line including Excavation of Earth work uptoRequried depth , Plain Cement Concret etc, including all materials and Labours etc as per direction of Site Encharge for Proper completion of work. |
| 96 | Making connection with the existing M.S. Galvanised Supply mains, including ferrule connection\"sspecials etc fixing of bib cock in house hold including all material\"s and labour as per specificition and direction of Engineer Encharge for proper completi |
| 97 | Hiring Of Godown |
AI Tender Summary
Tender Timeline
Feb 27, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedMar 09, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 10, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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