Construction Of Non-Residential Buliding Of Tehsil , Syaldeh ( Almora )
Tender Value
2.50 Crore
Estimated cost
Bid Submission
17 Mar 2020
0 days left
EMD
5 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
SYALDEY → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Non-Residential Buliding Of Tehsil , Syaldeh ( Almora )
BOQ
| Name of Work: rglhy L;kYns ds vukoklh; Hkou ¼rglhy Hkou½dk fuekZ.k dk;ZA | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation by mechanical means/ manual means in foundation trench or drain (not Exceeding 1.50 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 excvated soil as directed with in lead of 50 m. in all kind of soil. | BI01010001010000000000000515BI0100001113 | 345.58 | cum |
| 2 | 2 | Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering of 1:4:8 with cement coarse sand and 40 mm graded stone in foundation. | BI01010001010000000000000515BI0100001114 | 120.41 | cum |
| 3 | 3 | 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) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001115 | 99.79 | cum |
| 4 | 4 | B/Work F.P.S. brick of class designation 75 in super structure with 1:6 cement and sand mortar including all cost of material labour T&P etc for proper complition of work. | BI01010001010000000000000515BI0100001116 | 294.91 | cum |
| 5 | 5 | 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 (zone-III): 3 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001117 | 91.31 | cum |
| 6 | 6 | 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 reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001118 | 30.28 | cum |
| 7 | 7 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001119 | 208.72 | cum |
| 8 | 8 | Centring and shuttering including shutterings , ropng , etc and removel from foundation footing bases of columns. | BI01010001010000000000000515BI0100001120 | 133.44 | sqm |
| 9 | 9 | Centering and shuttering including shuttering ropping etc. and removel from columns piller piers abutments, post and struts. | BI01010001010000000000000515BI0100001121 | 354.69 | sqm |
| 10 | 10 | Centering and shuttering including shuttering ropping etc. and removel Lintels, beams, plinth beams, girders, bressumers and cantilevers. | BI01010001010000000000000515BI0100001122 | 551.13 | sqm |
| 11 | 11 | Centering and shuttering including shuttering ropping etc. and removel Suspended floors, roofs, landings, balconies and access platform. | BI01010001010000000000000515BI0100001123 | 1696.9 | sqm |
| 12 | 12 | B/Work F.P.S. brick of class designation 75 in foundation and plinth with 1:4 cement and sand mortar including all cost of material labour T&P etc for proper complition of work. | BI01010001010000000000000515BI0100001113 | 34.1 | cum |
| 13 | 13 | B/Work F.P.S. brick of class designation 75 in super structure with 1:4 cement and sand mortar including all cost of material labour T&P etc for proper complition of work. | BI01010001010000000000000515BI0100001114 | 6.24 | cum |
| 14 | 14 | Earth Filling in plith, trenches, plin sides of foundations etc. in layers not exceeding 20cm in de consolidating each deposited layer by ramming and watering.with up to 10 Km cartage. | BI01010001010000000000000515BI0100001115 | 307.47 | cum |
| 15 | 15 | S/Filling in plinth of local sand under the floor including watering ramming consolidation & dressing Complete | BI01010001010000000000000515BI0100001116 | 64.04 | cum |
| 16 | 16 | 12 mm thick cement plaster 1:6 cement & sand mortar including supply of all labour material andT&P etc required for proper complition of work. | BI01010001010000000000000515BI0100001117 | 1667.13 | sqm |
| 17 | 17 | 15 mm thick cement plaster 1:6 cement & sand mortar on rough side including supply of all labour material andT&P etc required for proper complition of work. | BI01010001010000000000000515BI0100001118 | 1667.13 | sqm |
| 18 | 18 | Reinforcement for R.C.C. work including straightening, cutting , bending, placing, in postion and binding all comlete for Thermo Mechanically treated bars. | BI01010001010000000000000515BI0100001119 | 45486.6 | kg |
| 19 | 19 | 4.0 cm thick cement conrete flooring 1:2:4 cement coarse sand and 20 mm aggregate finished with a floting coat of neat cement including cement sullary but excluding the cost of nosing of teps etc. | BI01010001010000000000000515BI0100001120 | 310.56 | sqm |
| 20 | 20 | 20 mm cement plaster 1:3 finished with a floating coat of neat cement in Dado including all cost of labour material T&P etc for proper complition of work. | BI01010001010000000000000515BI0100001121 | 26.32 | sqm |
| 21 | 21 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 11.26.1 25 mm thick | BI01010001010000000000000515BI0100001122 | 432.16 | sqm |
| 22 | 22 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | BI01010001010000000000000515BI0100001123 | 80.74 | sqm |
| 23 | 23 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm | BI01010001010000000000000515BI0100001113 | 100.83 | sqm |
| 24 | 24 | Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer\nmodified quick-set tile adhesive (Water based) conforming to IS: 15477,\nin average 3mm thickness. | BI01010001010000000000000515BI0100001114 | 100.83 | sqm |
| 25 | 25 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. | BI01010001010000000000000515BI0100001115 | 13.46 | sqm |
| 26 | 26 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators\nand cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)In gratings, frames, guard bar, ladder, railings, brackets, gates\nand similar works | BI01010001010000000000000515BI0100001116 | 95.161 | Qtl |
| 27 | 27 | Providing and fixing T-iron frames for doors, windows and ventilato mild steel Tee-sections, joints mitred and welded with 15x3 10cm long embedded in cement concrete blocks 15x10x10 cm of 1 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm no size) or with wooden plugs and screws or rawl plugs and screws or dash fastener or with fixing clips or with bolts and nuts as including fixing of necessary butt hinges and screws and app priming coat of approved steel primer. | BI01010001010000000000000515BI0100001117 | 22.754 | Qtl |
| 28 | 28 | Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge Profile B Fixing with adjustable lugs with split end tail to each jamb | BI01010001010000000000000515BI0100001118 | 351.83 | rmt |
| 29 | 29 | Providing and fixing pressed steel door frames confirming to IS: 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge Profile C Fixing with adjustable lugs with split end tail to each jamb | BI01010001010000000000000515BI0100001119 | 42.38 | rmt |
| 30 | 30 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2mm and braced with flat iron diagonals 20x5mm size with top and bottom rail of T-iron 40x40x6mm with 40mm dia, steel pulleys complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. | BI01010001010000000000000515BI0100001120 | 4.32 | sqm |
| 31 | 31 | Providing and fixing of glaass strips in joints of terrazo/cement conrete floor 40 mm wide and 40 mm thick. | BI01010001010000000000000515BI0100001118 | 559.008 | rmt |
| 32 | 32 | Providing and fixing of ISI marked 35 mm thick flush door shutter Confirming ti IS:2202 (Part-1) decorative bord construction with frame of Ist class hard wood and well matched commercial 3 ply venering with vertical grain or cross band face veneers on both face of shutter. | BI01010001010000000000000515BI0100001119 | 74.34 | sqm |
| 33 | 33 | 25 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762 mm X 25 mm or less as per requirement with an average wall thickness of 1 mm (± 0.3 mm). PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm (± 0.1 mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25 mm X 11 mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufacturer’s specification and direction of Engineer-in-charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places | BI01010001010000000000000515BI0100001120 | 18.9 | sqm |
| 34 | 34 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :.Two or more coats on new work | BI01010001010000000000000515BI0100001121 | 637.518 | sqm |
| 35 | 35 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Two or more coats applied on walls @ 1.25 ltr/10 sqm\nover and including one coat of Special primer applied @ 0.75 ltr /10 sqm | BI01010001010000000000000515BI0100001122 | 2965.74 | sqm |
| 36 | 36 | 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\n@ 2.20 kg/10 sqm) | BI01010001010000000000000515BI0100001123 | 1212.08 | sqm |
| 37 | 37 | 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. | BI01010001010000000000000515BI0100001113 | 2965.74 | sqm |
| 38 | 38 | Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering of 1:2:4 with cement coarse sand and 20 mm graded stone in foundation. | BI01010001010000000000000515BI0100001114 | 17.111 | cum |
| 39 | 39 | Providing and fixing ISI marked aluminium butt hinges anodised (a not less than grade AC 10 as per IS : 1868) transparent or dyed to or shade with necessary screws etc. complete: | BI01010001010000000000000515BI0100001115 | 270 | No |
| 40 | 40 | Providing and fixing aluminium sliding door bolts ISI marked anodi coating not less than grade AC 10 as per IS : 1868) transparent or colour or shade with nuts and screws etc. complete | BI01010001010000000000000515BI0100001116 | 45 | No |
| 41 | 41 | Providing and fixing aluminium pull bolt lock anodised ISI marked (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws bolts, nuts and washers etc. complete.\ | BI01010001010000000000000515BI0100001117 | 90 | No |
| 42 | 42 | Providing and fixing aluminium hanging floor door stopper ISI mar (anodic coating not less than grade AC 10 as per IS : 1868) transp required colour and shade with necessary screws etc. complete. | BI01010001010000000000000515BI0100001118 | 45 | No |
| 43 | 43 | Providing and fixing aluminium handles ISI marked anodised (anod less than grade AC 10 as per IS : 1868) transparent or dyed to req shade with necessary screws etc. complete : | BI01010001010000000000000515BI0100001119 | 90 | No |
| 44 | 44 | Providing and fixing aluminium tower bolts ISI marked anodised (a not less than grade AC 10 as per IS : 1868 ) transparent or dyed t or shade with necessary screws etc. complete | BI01010001010000000000000515BI0100001124 | ||
| 45 | 44.1 | For 250 mm | BI01010001010000000000000515BI0100001121 | 90 | No |
| 46 | 44.2 | For 150 mm | BI01010001010000000000000515BI0100001122 | 90 | No |
| 47 | 45 | Providing and fixing Ist quality ceramick glazed wall tile mm tiles confirming to IS: 15622 of approved make in all colour shade except burgundy, bottal green black of any size as approved by Engineer in charge with 1:3 cement and sand mortar I/C all. | BI01010001010000000000000515BI0100001123 | 215.75 | sqm |
| 48 | 46 | Providing and fixing Ist quality ceramick glazed floor tile 300x300 mm mm tiles confirming to IS: 15622 of approved make in all colour shade except burgundy, bottal green black of any size as approved by Engineer in charge with 1:4 cement and sand mortar I/C all. | BI01010001010000000000000515BI0100001113 | 72.49 | sqm |
| 49 | 47 | Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness and of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete. | BI01010001010000000000000515BI0100001114 | 92.24 | sqm |
| 50 | 48 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey With F.P.S. bricks | BI01010001010000000000000515BI0100001115 | 3 | No |
| 51 | 49 | Providing and fixing water closed squatting pans (Indian type W.C. Pan) with 110 mm sand cast iron P or S trap 10 ltr loe level whte P.V.C. flushing cistern with manually controled divce confirming to IS :7231 with all fittings and fixtures complete including all cutting and making good the walls and floor wherever required. | BI01010001010000000000000515BI0100001116 | 9 | No |
| 52 | 50 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required W.C. pan with ISI marked white solid plastic seat and lid | BI01010001010000000000000515BI0100001117 | 4 | No |
| 53 | 51 | Providing and fixing of white vitreous china wash basin size 630x450 mm with C.I. brackets , 15 mm C.P. brass piller taps, 32 mm C.P. brass waste of standerd patterns including all fittings. | BI01010001010000000000000515BI0100001118 | 11 | No |
| 54 | 52 | P/F of white vitreous china flat back or wall corner type lipped front range of two urinals basins with 5 liter white P.V.C. automatic flushing cistern. 1-17-4-2. | BI01010001010000000000000515BI0100001119 | 7 | No |
| 55 | 53 | P/F mirror of superior glass ( of approved quality ) and of rectangular shape 453x357 mm.24849 | BI01010001010000000000000515BI0100001120 | 11 | No |
| 56 | 54 | Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | BI01010001010000000000000515BI0100001121 | 10 | No |
| 57 | 55 | Providing and placing on terrace (at all floor levels) polyethylene w tank ISI : 12701 marked with cover and suitable locking arrangem necessary holes for inlet, outlet and overflow pipes but without fitti base support for tank | BI01010001010000000000000515BI0100001122 | 3000 | Lt. |
| 58 | 56 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.15 mm dia nominal bore | BI01010001010000000000000515BI0100001123 | 96 | rmt |
| 59 | 57 | S/F 20 mm Ø G.I. pipe line complete with G.I. fitting and clamp including supply of all material labour T&P etc. | BI01010001010000000000000515BI0100001113 | 84 | rmt |
| 60 | 58 | S/F 25 mm Ø G.I. pipe line complete with G.I. fitting and clamp including supply of all material labour T&P etc. | BI01010001010000000000000515BI0100001114 | 48 | rmt |
| 61 | 59 | S/F 15 mm Ø C.P. brass bib cock including all material labour T&P etc required for proper complition of work | BI01010001010000000000000515BI0100001115 | 25 | No |
| 62 | 60 | S/F 15 mm dia C.P. brass stop cock including all material labour T&P etc required for proper complition of work | BI01010001010000000000000515BI0100001116 | 25 | No |
| 63 | 61 | Providing and fixing soil, waste and vent pipes:100 mm dia Sand cast iron S&S pipe as per IS: 1729. | BI01010001010000000000000515BI0100001117 | 24 | rmt |
| 64 | 62 | 75 mm diameter :Sand cast iron S&S pipe as per IS: 1729. | BI01010001010000000000000515BI0100001118 | 24 | rmt |
| 65 | 63 | Providing and fixing collar: 100 mm Sand cast iron S&S as per IS - 172 | BI01010001010000000000000515BI0100001119 | 10 | No |
| 66 | 64 | Providing and fixing collar: 75 mm Sand cast iron S&S as per IS - 172 | BI01010001010000000000000515BI0100001120 | 10 | No |
| 67 | 65 | Providing and fixing plain bend of required degree.100 mm diaSand cast iron S&S as per IS -1729 | BI01010001010000000000000515BI0100001121 | 6 | No |
| 68 | 66 | Providing and fixing plain bend of required degree.75 mm diaSand cast iron S&S as per IS -1729 | BI01010001010000000000000515BI0100001122 | 6 | No |
| 69 | 67 | Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron 100mm | BI01010001010000000000000515BI0100001123 | 10 | No |
| 70 | 68 | Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron 75 mm | BI01010001010000000000000515BI0100001113 | 6 | No |
| 71 | 69 | Providing and fixing M.S. holder bat clamps of approved design to water pipes embedded in and including cement concrete blocks 10 1:2:4 mix (1 cement: 2 coarse sand : 4 graded stone aggregate 2 and cost of cutting holes and making good the walls etc. | BI01010001010000000000000515BI0100001114 | 32 | No |
| 72 | 70 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 25 mm nominal bore | BI01010001010000000000000515BI0100001115 | 2 | No |
| 73 | 71 | Providing and fixing ball valve (brass) of approved quality complete High or low pressure with plastic floats 15 mm nominal bore | BI01010001010000000000000515BI0100001116 | 6 | No |
| 74 | 72 | Providing and fixing ball valve (brass) of approved quality complete High or low pressure with plastic floats 20 mm nominal bore | BI01010001010000000000000515BI0100001117 | 4 | No |
| 75 | 73 | Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge | BI01010001010000000000000515BI0100001118 | 240 | sqm |
| 76 | 74 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes | BI01010001010000000000000515BI0100001119 | 135.93 | sqm |
| 77 | 75 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm diameter | BI01010001010000000000000515BI0100001120 | 90 | mtr |
| 78 | 76 | Half brick masonry 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.Cement mortar 1:4 (1 cement :4 coarse sand) | BI01010001010000000000000515BI0100001121 | 47.08 | sqm |
| 79 | 77 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at\nevery third course of half brick masonry. | BI01010001010000000000000515BI0100001122 | 47.08 | sqm |
| 80 | 78 | Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete.With 2nd class teak wood beading 62X19 mm | BI01010001010000000000000515BI0100001123 | 113.381 | sqm |
| 81 | 79 | Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws :30 mm thick shutter with ISI marked M.S. pressed butt hinges bright finished of required size Second class teak wood | BI01010001010000000000000515BI0100001113 | 9.45 | sqm |
| 82 | 80 | Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position :Sal wood | BI01010001010000000000000515BI0100001114 | 1.855 | cum |
| 83 | 81 | Extra for additional labour for circular works, such as in frames of fan light Sal wood | BI01010001010000000000000515BI0100001115 | 1.288 | cum |
| 84 | 82 | 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.\n | BI01010001010000000000000515BI0100001116 | 108.43 | sqm |
| 85 | 83 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately.For the purpose of measurement the entire treated surface will be measured.\n | BI01010001010000000000000515BI0100001117 | 512.23 | sqm |
| 86 | 84 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :In 75x75 mm deep chase | BI01010001010000000000000515BI0100001118 | 283.11 | mtr |
| 87 | 85 | Providing and fixing curtain rods of 1.25 mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever necessary complete :25 mm dia | BI01010001010000000000000515BI0100001119 | 76.5 | mtr |
| 88 | 86 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses,\nparapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing :1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001120 | 3.72 | cum |
| 89 | 87 | 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 | BI01010001010000000000000515BI0100001121 | 0.46 | cum |
| 90 | 88 | French spirit polishing :\nTwo or more coats on new works including a coat of wood filler | BI01010001010000000000000515BI0100001122 | 255.6 | sqm |
| 91 | 89 | Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :250x10 mm | BI01010001010000000000000515BI0100001123 | 8 | No |
| 92 | 90 | Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :200x10 mm | BI01010001010000000000000515BI0100001113 | 8 | No |
| 93 | 91 | Providing and fixing bright finished brass night latch of approved quality including necessary screws etc. complete | BI01010001010000000000000515BI0100001114 | 8 | No |
| 94 | 92 | Providing and fixing bright finished brass handles with screws etc. complete:\n 125 m | BI01010001010000000000000515BI0100001115 | 16 | No |
| 95 | 93 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | BI01010001010000000000000515BI0100001116 | 8 | No |
| 96 | 94 | Providing and fixing white vitreous china squatting plate urinal with integral rim longitudinal flush pipe. | BI01010001010000000000000515BI0100001117 | 4 | No |
| 97 | 95 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | BI01010001010000000000000515BI0100001118 | 20 | No |
| 98 | 96 | Providing and fixing toilet paper holder :\n C.P. brass | BI01010001010000000000000515BI0100001119 | 10 | No |
| 99 | 97 | Providing and fixing soil, waste and vent pipes : Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 100 mm dia | BI01010001010000000000000515BI0100001120 | 12 | mtr |
| 100 | 98 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 100 mm inlet and 100 mm outlet Sand cast iron S&S as per IS: 3989 | BI01010001010000000000000515BI0100001121 | 10 | No |
| 101 | 99 | Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 100 mm inlet and 75 mm outlet Sand cast iron S&S as per IS: 3989 | BI01010001010000000000000515BI0100001122 | 7 | No |
| 102 | 100 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | BI01010001010000000000000515BI0100001123 | 12 | No |
| 103 | 101 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | BI01010001010000000000000515BI0100001113 | 2 | No |
| 104 | 102 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | BI01010001010000000000000515BI0100001114 | 2 | No |
| 105 | 103 | Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2\" BSP thread and shapes, weighing not less than 60 gms. | BI01010001010000000000000515BI0100001115 | 12 | No |
| 106 | 104 | Excavation by mechanical means/ manual means in foundation trench or drain (not Exceeding 1.50 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 excvated soil as directed with in lead of 50 m. in all kind of soil. | BI01010001010000000000000515BI0100001116 | 130.96 | cum |
| 107 | 105 | Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering of 1:4:8 with cement coarse sand and 40 mm graded stone in foundation. | BI01010001010000000000000515BI0100001117 | 0.74 | cum |
| 108 | 106 | 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) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001118 | 141.53 | cum |
| 109 | 107 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001119 | 60.69 | cum |
| 110 | 108 | Extra for random rubble masonry with hard stone in :Square or rectangular pillars | BI01010001010000000000000515BI0100001120 | 60.69 | cum |
| 111 | 109 | 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 (zone-III): 3 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001121 | 1.57 | cum |
| 112 | 110 | 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 reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001122 | 0.81 | cum |
| 113 | 111 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001123 | 35.6 | cum |
| 114 | 112 | Centring and shuttering including shutterings , ropng , etc and removel from foundation footing bases of columns. | BI01010001010000000000000515BI0100001113 | 5.94 | sqm |
| 115 | 113 | Centering and shuttering including shuttering ropping etc. and removel from columns piller piers abutments, post and struts. | BI01010001010000000000000515BI0100001114 | 12.96 | sqm |
| 116 | 114 | Centering and shuttering including shuttering ropping etc. and removel from Lintels, beams, plinth beams, girders, bressumers and cantilevers. | BI01010001010000000000000515BI0100001115 | 194.23 | sqm |
| 117 | 115 | 12 mm thick cement plaster 1:6 cement & sand mortar including supply of all labour material andT&P etc required for proper complition of work. | BI01010001010000000000000515BI0100001116 | 625.68 | sqm |
| 118 | 116 | 15 mm thick cement plaster 1:6 cement & sand mortar on rough side including supply of all labour material andT&P etc required for proper complition of work. | BI01010001010000000000000515BI0100001117 | 625.68 | sqm |
| 119 | 117 | Reinforcement for R.C.C. work including straightening, cutting , bending, placing, in postion and binding all comlete for Thermo Mechanically treated bars. | BI01010001010000000000000515BI0100001118 | 37.2679 | qtl |
| 120 | 118 | Finishing wall with t water proof cement paint of required shade on new work (Two or more coat applied @3.84 Kg/10Sqm) including all labour materrial T&P required for proper Complition of work. | BI01010001010000000000000515BI0100001119 | 1251.36 | sqm |
| 121 | 119 | B/Work F.P.S. brick of class designation 75 in super structure with 1:4 cement and sand mortar including all cost of material labour T&P etc for proper complition of work. | BI01010001010000000000000515BI0100001120 | 2.47 | cum |
| 122 | 120 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators\nand cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)In gratings, frames, guard bar, ladder, railings, brackets, gates\nand similar works | BI01010001010000000000000515BI0100001121 | 12743.1 | kg |
| 123 | 121 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :.Two or more coats on new work | BI01010001010000000000000515BI0100001122 | 434.025 | sqm |
| 124 | 122 | Earth work in excavation for structure as per drawing and technical specification Clause 305.1 including setting out construction of shoring and bracing, removal of stumps and other deleterious material and dispose. | BI01010001010000000000000515BI0100001123 | 48.6 | cum |
| 125 | 123 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.P.C.C grade M 10 1:3:6 | BI01010001010000000000000515BI0100001113 | 24.3 | cum |
| 126 | 124 | Random rubble stone masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | BI01010001010000000000000515BI0100001114 | 41.88 | cum |
| 127 | 125 | Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. | BI01010001010000000000000515BI0100001115 | 81 | cum |
| 128 | 126 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | BI01010001010000000000000515BI0100001116 | 81 | cum |
| 129 | 127 | Construction of Un-reinforced, Cement concrete pavement, thickness as per design over a prepeared sub base with 43 grade cement or any other type PCC Grade M-25 (Cement@404 kg/cum), coarse and fine aggregates conforming to IS: 383,maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications. | BI01010001010000000000000515BI0100001117 | 99.9 | cum |
| 130 | 128 | Plastering with cement mortar (1:4) 15 mmm thick on Brick work in substructure as per technical specification. | BI01010001010000000000000515BI0100001118 | 162 | sqm |
| 131 | 129 | Providing concrete for plain/ reinforced conrete in open foundation complete as per drawing and technical specification Clause 802, 803, 1202 and 1203 R.C.C M 25 Height upto 5m | BI01010001010000000000000515BI0100001119 | 2.48 | cum |
| 132 | 130 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete tonneas per drawing and technical specifications Clauses 1002, 1010 and 1202. (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First Revision'2014) and IS 1786:2008 clause no. 1.6) | BI01010001010000000000000515BI0100001120 | 2.43 | qtl |
| 133 | 131 | Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | BI01010001010000000000000515BI0100001121 | 381 | cum |
| 134 | 132 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 Nominal mix (1:2:4) | BI01010001010000000000000515BI0100001122 | 3.6 | cum |
| 135 | 133 | Random rubble stone masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | BI01010001010000000000000515BI0100001123 | 199.08 | cum |
| 136 | 134 | Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)GI wire 8 gauge BWG | BI01010001010000000000000515BI0100001121 | 135 | cum |
| 137 | 135 | Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 of MORD Specifiction | BI01010001010000000000000515BI0100001122 | 204 | cum |
| 138 | 136 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | BI01010001010000000000000515BI0100001123 | 67.5 | cum |
| 139 | 137 | Excavation by mechanical means/ manual means in foundation trench or drain (not Exceeding 1.50 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 excvated soil as directed with in lead of 50 m. in all kind of soil. | BI01010001010000000000000515BI0100001121 | 75 | cum |
| 140 | 138 | Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering of 1:4:8 with cement coarse sand and 40 mm graded stone in foundation. | BI01010001010000000000000515BI0100001122 | 1.94 | cum |
| 141 | 139 | B/Work F.P.S. brick of class designation 75 in foundation and plinth with 1:6 cement and sand mortar including all cost of material labour T&P etc for proper complition of work. | BI01010001010000000000000515BI0100001123 | 22.47 | cum |
| 142 | 140 | \"Providing and laying in position specified grade of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Columns and footing\" | BI01010001010000000000000515BI0100001121 | 1.83 | cum |
| 143 | 141 | R.C.C. 1:1.5:3 for slab beam band and landing including all cost. | BI01010001010000000000000515BI0100001122 | 3.97 | cum |
| 144 | 142 | Centring and shuttering including shutterings , ropng , etc and removel from Suspended floors, roofs, landings, balconies and access platform. | BI01010001010000000000000515BI0100001123 | 29.26 | sqm |
| 145 | 143 | Reinforcement for R.C.C. work including straightening, cutting , bending, placing, in postion and binding all comlete for Thermo Mechanically treated bars. | BI01010001010000000000000515BI0100001121 | 5.69125 | qtl |
| 146 | 144 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster | BI01010001010000000000000515BI0100001122 | 52.8 | sqm |
| 147 | 145 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm diameter | BI01010001010000000000000515BI0100001123 | 48 | rmt |
| 148 | 146 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting\nsamples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in charge, upto 90 metre depth below ground level.Rocky strata including Boulders All types of soil 300 mm dia | BI01010001010000000000000515BI0100001121 | 50 | rmt |
| 149 | 147 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charg & accessories etc. all complete, for all dper direction of Engineer -in-charge.150 mm nominal size dia | BI01010001010000000000000515BI0100001122 | 50 | rmt |
| 150 | 148 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001123 | 5.28 | sqm |
| 151 | 149 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by \"V\" notch method or any other\napproved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001121 | 15 | hour |
| 152 | 150 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: | BI01010001010000000000000515BI0100001122 | 1 | No |
| 153 | 151 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. | BI01010001010000000000000515BI0100001123 | 1 | No |
| 154 | 152 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). | BI01010001010000000000000515BI0100001121 | 1 | No |
AI Tender Summary
Tender Timeline
Feb 27, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedMar 17, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 17, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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