Construction C / O Ayurvedic Health Centre With Residence Without Ward At Sai Charog Tehsil Ramshehar Distt. Solan ( Hp ) As Per Architectural Drawing Sr. No 3390 Drawing No 309 ( Sh C / O Building Portion W S S.I Septic Tank And Sock Pit And
Tender Value
26.95 Lakhs
Estimated cost
Bid Submission
03 Jun 2022
0 days left
EMD
50760
Bank guarantee accepted
Document Fee
1500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
nalagarh → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction C / O Ayurvedic Health Centre With Residence Without Ward At Sai Charog Tehsil Ramshehar Distt. Solan ( Hp ) As Per Architectural Drawing Sr. No 3390 Drawing No 309 ( Sh C / O Building Portion W S S.I Septic Tank And Sock Pit And Rain Harvesting Tank .
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in foundation and trenches in earth work in all heights and depth in allkinds of soil, by mechanical meansincluding saturated soil comprising of pick,jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock ( where blasting is prohibited) and their intermediate classification of soil including, dewatering where ever required, setting out to the required line, grades, side slopes trimming bottoms and level as shown on the drawing as directed by the Engineer-in-Charge at site according to HP.PWD specifications of 1990 Volume-1 and sorting out useful materials and stacking the same in all leads and lifts and transportation of the unusefull materials on approved dumping sites through all modes of transportation including head load , animal load or mechanical means along with its leveling fine dressing and all lobour , machineries, materials, tools equipments and safety measures and iincidentials necessary to complete the work by mechanized means and labour (if any required) all useful materials such as stones , shingles, aggregates, and slates shall be sorted out and stacked in the plot up to maximum extent, in all leads and lifts through all modes of transportation as per the direction of the Engineer-in Charge. |
| 2 | 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 ( one point five meter) , including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm ( twenty five centimeter) in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soilas directed by the Engineer-in-Charge at site according to HP.PWD specifications of 1990 Volume-1 and sorting out useful materials and stacking the same in all leads and lifts and transportation of the unusefull materials on approved dumping sites through all modes of transportation including head load , animal load or mechanical means along with its leveling fine dressing and all lobour , machineries, materials, tools equipments and safety measures and iincidentials necessary to complete the work by mechanized means and labour (if any required) all useful materials such as stones , shingles, aggregates, and slates shall be sorted out and stacked in the plot up to maximum extent, in all leads and lifts through all modes of transportation as per the direction of the Engineer-in Charge. |
| 3 | Excavation in hilly area in all heights and depths and in all kind of soil by mannual/mechanical means including saturated soil comprising of ordinary soil,soft rock,hard rock chiselling,wedging out of rock(where blasting is prohibited) and their intermediate classification of soild setting out true to the required lines grades width cutting and trimming of side slopes and level as shown in the drawing and as directed by Engineer-in-Charge at site according to the MORD technical specification clause 302,1603 and 1603.2 and sorting out useful materials and stacking the same in all leads and lifts in acquired width of road and transporation of unuseful material for filling in road ways camber,embankments for grade improvements and disposal of all material to required width of the road or on approved dumping site through all modes of transporation including head load or animal transport or mechanical means alongwith its levelling fine dressing and carriage of machineries ,materials, tolls,equipments and safety measures and incidentials necessary to complete the work by mechanical means and labour,if required all useful materials such as stones,shingle aggregate and slates etcetra. shall be sort out stacked and measured.Recovery at the rate of Rs. 170/- (Rupees one hundred seventy) per cubic metre shall be effected from the bills for the quantity actually measured or 1061.17 cubic metre which ever is more. Any loss to the public private property during the course of execution shall be the absolute respensibility of the contractor which shall have to be compensated by him in all cases. |
| 4 | Earth work in all kinds of soils in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 ( one point five meter) m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms including getting out the excavated soil and disposal of surplus excavated soil as directed anddisposal of all material to required width of the road or on approved dumping site through all modes of transporation including head load or animal transport or mechanical means alongwith its levelling fine dressing and carriage of machineries ,materials, tolls,equipments and safety measures and incidentials necessary to complete as per the direction of the Engineer-in Charge. |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm ( twenty centimeter) in depth, consolidating each deposited layer by ramming and watering and disposal of all material to required width of the road or on approved dumping site through all modes of transporation including head load or animal transport or mechanical means alongwith its levelling fine dressing and carriage of machineries ,materials, tolls,equipments and safety measures and incidentials necessary to complete as per the direction of the Engineer-in Charge. |
| 6 | Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete including carriage of materials upto all leads and lifts and as perthe direction of Engineer-in-Charge. |
| 7 | Providing form work with steel plates 3.15mm. (Three point fifteen milimetre) thick welded with angle iron in frame 30X30mmx5mm.(Thirty into thirty intofive millimeter) so as to give a fair finish including centring, shuttering, strutting and propping etcetra with wooden/ steel battens and ballies, height of propping and centring below supporting floor to ceilingto any floor height and removal of the same for in situ-reinforced concrete and plain concrete work and as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plantthrough all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge. Foundation footing and basis of columns, etc. and mass concrete. |
| 8 | Suspended floors, roofs, landings, balconies and access platform |
| 9 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 10 | Weather shade, Chajjas, corbels etc., including edges |
| 11 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters buttresses, plinth and string courses and the like. |
| 12 | Edges of slabs and breaks in floors and wallsunder 20 cm ( twenty centimeter) wide. |
| 13 | Providing and laying cement concrete 1:4:8 (One cement: four sand: eight graded crushed hard stone aggregate 40 (Forty) millimeters nominal size] mechanically mixed, vibrated and curing complete, excluding cost of form work in foundation and plinth, as per H.P.PWD.spesification 1990 volume - I, including carriage of all labour,equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges . |
| 14 | Providing and laying cement concrete 1:5:10 (One cement: five sand: Ten graded crushed hard stone aggregate 40 (Forty) millimeters nominal size] mechanically mixed, vibrated and curing complete, excluding cost of form work in foundation and plinth, as per H.P.PWD.spesification 1990 volume - I, including carriage of all labour,equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges . |
| 15 | Providing and laying damp proof course 50mm ( fifty millimeter) thick with cement concrete 1:2:4 (One cement:two sand:fourstone aggregate12.5mm ( Twelve point five millimeters)nominal size) and curing complete as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plantthrough all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge. |
| 16 | Applying a coat of hot bitumen (mexphalt 80/100 (Eighty by hundred) or equalent) using 1.70 (One point seventy )kilogram per square metre on damp proof course after cleaning the surface with a piece of cloth lightly soaked with kerosene oil as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plantthrough all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge. |
| 17 | Providing and laying in position all works above plinth level up to floor V level,machine batched and machine mixed design mix M-25( Twentyu five) grade cement concrete for reinforced cement concrete work , using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. |
| 18 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement in allwork up to plinth level in cement concrete 1:1.5:3 (one cement is to one point five sand is to three crushedstone aggregate 20mm. (Twenty millimeter) nominal size) including carriage of materials, labour, tool and plantthrough all modes of transportation within all leads and liftsand as per direction of Engineer-in- Charge. |
| 19 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° ( Fifteen degree) landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor fivelevel,excludingthecostofcentering,shuttering,finishingand reinforcement, in cement concrete1:1.5:3 (one cement is to one point five sand is to three crushedstone aggregate 20mm. (Twenty millimeter) nominal size) including carriage of materials, labour, tool and plantthrough all modes of transportation within all leads and liftsand as per direction of Engineer-in- Charge. |
| 20 | Providing and fixing precast sills up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers,steps, stair cases, etc., including hoisting and setting in position with cement mortar 1:3 (one Cement : three coarse sand), cost of required Centering complete in 1:1.5:3 (one cement is to one point five sand is to three crushedstone aggregate 20mm. (Twenty millimeter) nominal size) including carriage of materials, labour, tool and plantthrough all modes of transportation within all leads and liftsand as per direction of Engineer-in- Charge. |
| 21 | Providing mild steel/Tor steel reinforcement including cost of bindingwire for R.C.C. work including bending, binding and placing in position complete upto all floor level heights including carriage of materials, labour, tool and plantthrough all modes of transportation within all leads and liftsand as per direction of Engineer-in- Charge. |
| 22 | Second class brick work using common burnt clay building bricks in foundation and plinth in cement mortar 1:6 ( one cement : sixsand) including carriage of materials, labour, tool and plantthrough all modes of transportation within all leads and liftsand as per direction of Engineer-in- Charge. |
| 23 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in cement mortar 1:4 (onecement : four sand) including carriage of materials, labour, tool and plantthrough all modes of transportation within all leads and liftsand as per direction of Engineer-in- Charge. |
| 24 | Second class half brick work using common burnt clay building bricks in in foundations and plinth in cement mortar 1:4 (onecement : four sand) including carriage of materials, labour, tool and plantthrough all modes of transportation within all leads and liftsand as per direction of Engineer-in- Charge. |
| 25 | 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 all level in all shapes and sizes in :Cement mortar 1:6 (one cement : six coarse sand) including carriage of all labour,equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges. |
| 26 | Second class half brick work using common burnt clay building bricks in super structure in cement mortar 1:4 (onecement : four sand) including carriage of materials, labour, tool and plantthrough all modes of transportation within all leads and liftsand as per direction of Engineer-in- Charge. |
| 27 | Providing and fixing MS channels door, window, clerestry window frame manufactured from Mild steel iron section of 75x40 mm (seventy five in to forty millimeter), M.S. Flat 75 X4 mm (seventy five in to four millimeter) in combination as per design drawingincluding hinges, jamb, lock jamb, beed and if required angle tharashold of mild steel angle, lugs with split end tails to each jamb including steel butt hinges 2.5mm ( two point five millimeter) with provision for locking arrangement and shock observor as specified and applying a coat of approved steel primer after pretreatment of the surface including carriage of all labour equipment and material to various location through all modes of transportation in all leadsliftsandall incidental charges . |
| 28 | Providing and fixing Window and ventilators frames manufactured of channel section 75 x 40 (Seventy Five into Forty) millimeters for end frames and for center frame channel section 75 x 40 (Seventy Five into Forty) millimeters with Mild Steel flat (Seventy Five into Four) millimeters. in combination welded together to make one frame with making square steel section with Mild Steel flat of 20 x 4 (Twenty into Four)millimeters and 12 x 4 (Twelve into Four) millimeters., shutters of rolled steel section F-7B (Seven B) section including glass panes of 4 (Four) millimeters thick in glazed panel and wire gauge of designation 85 (Eighty Five)with 0.56 (Zero point Five Six) millimeters dia in wire gauge panel and fixed glazing fixed with angle and T section of 25 x 25 x 3 (Twenty Five into Twenty Five into Three) millimetersand flat of 12 x 4 (Twelve into Four) millimeters in sash bars duly welded of all corners and joints properly, hold fastof Mild Steel flat 200 x 50 x 5 (Two hundred into Fifty into Five) millimeters. duly welded at corner and joints of all steel section, embedded in cement concrete block 1:3:6 (One cement : three sand : six graded crushed stone aggrigate twenty milimeters nominal size of size 100 x 100 x 100 mm. size (One cement isto Three sand isto Six graded stone aggregate Twenty millimeters. nominal size of One hundred into One hundred into One hundred) including providing and fixing of fittings that is handles, tower boltshooks and eyesand applying a coat of primer with red lead paint and fixed in position complete in all respect as per architectural drawing and direction of Engineer-in-Chargeandas per HP.PWD. Specification 1990 volume-I, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges. |
| 29 | Providing and fixing flush door shutters decorative type core of block board construction withframes of first class hard wood and well matched first class indian teak ply veneering with vertical grains or cross bends and face vencering on both faces of shutter 35mm (Thirty five millimeters) thick including black enamelled M.S. butt hinges with plastic / Alimunium sheet 3 mm ( Three millimeter) thick up to 90 mm (Ninty millimeters)inner side including carriage of materials, labour, tool and plantthrough all modes of transportation within all leads and liftsand as per direction of Engineer-in- Charge. |
| 30 | Providing and fixing 30 mm( thirty millimeters)thickKiln seasoned and chemically treated hollock wood panelled wire gauge shutters using galvanized MS wire gauge of IS gauge designation 85g ( Eighty five gauge)with wire of dia 0.56 mm (Zero point fifty six millimeters)for doors, windows and clestory window i/c black enamalled iron butt hinges with necessary screwsincluding carriage of material in all leads and lifts. |
| 31 | Providing and fixing 250 X 16 mm(two hundred fifty in to sixteenmillmetres)aluminium sliding bolts (Barrel type) anodized transparent or dyed to required shade and colour with bolts and nuts etc. complete including carriage of materials in all leads and lifts. |
| 32 | Providing and fixing 200 X 10 mm aluminium tower bolts (Berrel type) anodized transparent or dyed to required shade and colour with screws etc. complete including carriage of materials in all leads and lifts:- |
| 33 | Providing and fixing 150 X 10 mm ( Onehundredfifty into ten millimeters)aluminium tower bolts (Berrel type) anodized transparent or dyed to required shade and colour with screws etc. complete including carriage of materials in all leads and lifts:- |
| 34 | Providing and fixing 125 (One hundred twenty five) millimeteraluminium handles anodized transparent or dyed to required colour or shade with necessary screws etc. complete including carriage of materials in all leads and lifts. |
| 35 | Providing and fixing 100 (One hundred) millimeter aluminium handles anodized transparent or dyed to required colour or shade with necessary screws etc. complete including carriage of materials in all leads and lifts. |
| 36 | Providing and fixing chromium plated brass casement stays (straight peg type) 300 mm ( three hundred millimeters) weighing not less than 330 gms ( Three hundred thirty grams) with necessary screws etc. complete including carriage of materials in all leads and lifts. |
| 37 | Providing and fixing 125 (One hundred twenty five) millimeter chromium plated brass handles with necessary screws etc.complete including carriage of materials in all leads and lifts. |
| 38 | Providing and fixing Mild Steel grills fixed to steel windows by welding of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer allcomplete including carriage of materials in all leads and lifts. |
| 39 | PrecastAutomatic Hydraulically comprsssed & polished terrazo cast in situ tiles 22 (twenty two) millimeter thickwith graded marble chips of size upto 12 (twelve) millimeter, laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 (twenty) millimeter thick bed of cement mortar 1:4 (one cement: four coarse sand) of medium shade pigment using 50% ( fifty percent) white cement and 50%( fifty percent) ordinary cement complete including carriage of materialin all leads and lifts |
| 40 | PrecastAutomatic Hydraulically comprsssed & polished terrazo cast in situ tiles 22 (twenty two) millimeter thick with graded marble chips of sizes upto 12 (twelve) millimeter, in skirting and risers of steps not exceeding 30 cm ( thirty centimeter) in height, on 12 (twelve) millimeter thick cement plaster 1:3 (one cement : three coarse sand), jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete with tiles of medium shades pigment using 50% ( fifty percent) white cement and 50%( fifty percent) ordinary cement complete including carriage of materialin all leads and lifts |
| 41 | Providing and laying antiskid/non slipery cermic tiles grade IV 300x300 mm (Threehundred in to Three hundred millmetres) in flooring of approved shade and pattren of digital series of Somany/ Khjaria/ Nitco or its equivalent fixed on walls on 10mm (ten millimeter) thick (average) cement mortar 1:3 (one cement :three sand ) laid over and jointed with neat cement slurry mixed with pigmentto match the shade of tiles complete.whereverrequired complete including carriage of materialin all leads and lifts |
| 42 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 (twelve) millimeter thick bed of cement Mortar 1:3 (one cement :three sand )and jointing with grey cement slurry @ 3.3kg per sqm (three point three kilogram per square meter) including pointing in white cement mixed with pigment of matching shade complete including carriage of materialin all leads and lifts |
| 43 | Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (twenty) millimeter(average) thick base of cement mortar 1:4 (one cement : four coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing complete withUdaipur green marble complete including carriage of materialin all leads and lifts |
| 44 | 40 mm ( Forty millimeter) thick Red sandrubbed stone flooring over20 mm (twenty) millimeter(average) thick base of cement mortar 1:5 (one cement : five coarse sand) with joints 3 mm thick, side buttered withcement mortar 1:2 (one cement : two stone dust) admixed with pigment to match the shade of stone and pointing with same mortar complete including carriage of materialin all leads and lifts |
| 45 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm ( five centimeter) to 20 cm ( twenty centimeter), under floors in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 46 | Providing and fixing 110 mm ( one hundred ten millimeter) diameter 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 (ten millimeter) gap for thermal expansion, Single socketed pipes for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 47 | Providing and fixing 110 mm ( one hundred ten millimeter) diameter bend 87.5° ( Eighty seven point five degree)on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm (ten millimeter) gap for thermal expansion for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 48 | Providing and fixing Coupler 110 mm ( one hundred ten millimeter) dia on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm (ten millimeter) gap for thermal expansion for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 49 | Providing and fixing 110 mm ( one hundred ten millimeter) unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm ( fifty in to fifty in to fifty millimeter) hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (one cement : four coarse sand) and making good the wall etc. complete as per direction of Engineer-in-charge. |
| 50 | 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 In gratings, framed, guards, bars ladders and railing, brackets and similar works complete as per direction of Engineer-in-charge. |
| 51 | Providing and fixing M.S. tube hand rail of approved size by welding etc. to steel ladder railing, balcony railing,staircase railing and similar works, including applying priming coat of approved steel primer complete as per direction of Engineer-in-charge. |
| 52 | Finishing on steel work 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 as per direction of Engineer-in-charge. |
| 53 | Finishing with Deluxe Multi surface paint system for interiors and exteriors wood work with Deluxe Multi Surface Paint of required shade two or more coat applied @ 0.90 ltr/10 sqm ( zero pointninty litre per ten square meters) over an under coat of primer applied @0.75 ltr/10 sqm ( zero pointseventy five litre per ten square meters) of approved brand and manufacture complete as per direction of Engineer-in-charge. |
| 54 | 6(Six) millimeters thick plaster to ceiling in cement mortar 1:3(One cement: Three sand),as perHP.PWD specification 1990 volume-I, including carriage of all labour equipment and material to various location through all modes of transportation in all leadsliftsandall incidental charges . |
| 55 | 12 ( twelve) millimeters thick cement plaster in single coat on the fair side of brick/concrete/stone walls for interior plastering up to all heights including arrises.internal rounded angles, chamfers and/or rounded angles not exceeding 80(Eighty)millimeters in girth and finished even and smooth in cement mortar 1:6(One cement: Six sand),as per HP.PWD.specification 1990 volume-I, including carriage of all labour equipment and material to various location through all modes of transportation in all leadsliftsandall incidental charges .) |
| 56 | 15 (Fifteen) millimeters thick cement plaster in single coat on the rough side of brick/concrete/ stone walls for interior plastering up to all heights including arrises.internal rounded angles, chamfers and/or rounded angles not exceeding 80(Eighty)millimeters in girth and finished even and smooth in cement mortar 1:6 (One cement: Six sand),as per HP.PWD.specification 1990 volume-I, including carriage of all labour equipment and material to various location through all modes of transportation in all leadsliftsandall incidental charges . |
| 57 | Applying single coat of Birla/ JK white wall care putty over plaster surface after thoroughly brushing the surface free from mortar drops, dust, loose materials and other foreign matters sand papered smooth to give final matter finish to the surface complete as per the direction of the Engineer-In- Charge,as per HP.PWD.specification 1990 volume-I, including carriage of all labour equipment and material to various location through all modes of transportation in all leadsliftsandall incidental charges |
| 58 | Painting two coats (excluding priming coat) with premium enamel paint kimolite of Kamdhenu or its equalent up to 140 cm ( One hundred forty centimeters) height having 2 (Two) Each bands5 cm ( Five centimeters) wide each above 125 cm ( One hundred twenty five centimeters) and 135 cm ( One hundredthirtyfive centimeters) height of approved shade on new concrete / masonry /plastered surfaces with enamel paint of approved brand and manufacture for use on floors to give an even shade,including cleaning of all dirt,dust and other foreign matter and sand papering as requiredincluding carriage of materials, labour, tool and plant through all modes of transportion within all leads and lifts and as per direction of Engineer-in- Charge. |
| 59 | Distempering 2 ( two coats) with oil bound washable distemper of approved brand and manufacture and of required shade on undecorated wall surface on all floor to give an even shade over and including priming coat of whiting after thoroughly brushing the surce even and sand papered smooth including carriage of materials within allleads and lifts. |
| 60 | Finishing walls with Acrylic Smooth exterior paint of required shadeon new work (Two or more coat applied @ 1.67 ltr/10 sqm (one pointsixty seven litre per ten square meters)over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) ( two pointtwenty five litre per ten square meters) including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and all incidental charges. |
| 61 | Providing and laying 40mm (forty millimeter) thick faciory made cement concrete interlocking paver block of M -30 (Thirty) grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm ( fifty millimeter)thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 62 | Providing and laying and half round stone ware pipe 23 cm (Tenty three centimeter) diain treches ( Earth work involved to be paid separately as per HP. PWD. specifications of 1990 volume-I including carriage of materials, labour, tool and plantthrough all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge. |
| 63 | Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (one cement : three coarse sand), including the cost of required centering, shuttering complete in 1:1½:3 (one Cement: one point five coarse sand : three graded stone aggregate 20 mm ( twenty millimeter nominal size) including carriage of materials, labour, tool and plantthrough all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge. |
| 64 | 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 Per kilogram/sqm (zero pointfour hundred eighty eightkilogram per square meters) mixed with water proofing cement compound @ 0.253 Per kilogram/ sqm. (zero pointtwo hundred fifty three kilogram per square meters) This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 Per kilogram/sqm(zero pointtwo hundred forty two kilogram per square meters) mixed with water proofing cement compound @ 0.126 Per kilogram/sqm.(zero pointone hundred twenty sixkilogram per square meters)This layer will be allowed to air cure for 4 (four) hours followed with water curing for 48 ( foury eight) hours (The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.) including carriage of materials, labour, tool and plantthrough all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge. |
| 65 | Providing and fixing unistone 12mm. (twelve millimeter) cladding on R.C.C.surface side as on faces of Arch masonry walls etc.on 12mm. (twelve millimeter) thick cement plaster 1:3 (one cement: three sand) and jointed with cement slurry i/c scaffolding etc. complete including carriage of materials, labour, tool and plantthrough all modes of transportation within all leads and lifts and as per direction of Engineer-in- Charge. |
| 66 | Providing and fixing Polyethelene-AluminiumPolyethelene PE-AL- PE Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers(eighty degree celcius) & connectors etc., with clamps at 1 (one)metre spacing, 1620 mm (20mm O.D pipe) internal fitting including carriage of material within all lead and lift as per the direction of the Engineer-in-Charge. |
| 67 | Providing and fixing Polyethelene-AluminiumPolyethelene PE-AL- PE Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers(eighty degree celcius) & connectors etc., with clamps at 1 (one)metre spacing, 2025 (25 mm OD) pipe internal fitting including carriage of material within all lead and lift as per the direction of the Engineer-in-Charge. |
| 68 | Providing and fixing PVC floor trap 110*90 ( one hundred ten in to ninty millimeter) millimeters I.S.I marked of self cleaning design with PVC Pipe complete including cost of cutting and making good the wall and floors as per HP.PWD specification, including carriage of all labour equipment and material to various location through all modes of transportation in all leads lifts andall incidental charges . |
| 69 | Providing and fixing110 mm ( one hundred ten millimeter) dia PVCwaste and ventlating pipes including filling the joints with approved adhesive complete as per HP.PWD.specification 1990 volume-I, including carriage of all labour equipment and material to various location through all modes of transportation in all leads liftsandall incidental charges . |
| 70 | Providing and fixing75 mm diameter ( seventy five millimeter)PVCwaste and ventlating pipes including filling the joints with approved adhesive complete as per HP.PWD.specification 1990 volume-I, including carriage of all labour equipment and material to various location through all modes of transportation in all leads liftsandall incidental charges . |
| 71 | Providing and fixing 110 mm ( One hundred ten millimeters)nominal borePVC Plain Bends ISI marked including fixing with approved adhesive complete as per direction of the Engineer-in-Charge and HP.PWD. Specification, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts including all incidental |
| 72 | Providing and fixing 75 mm( Seventy five millimeters)nominal bore PVC Plain Bends ISI marked including fixing with approved adhesive complete as per direction of the Engineer-in-Charge and HP.PWD. Specification, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts including all incidental |
| 73 | Providing and fixing 110 mm ( One hundred ten millimeters)nominal bore PVC door Bends of required degree (any radius) with oval access door insertion rubber washer 3 (three)millmetres thick, bolts and nuts complete Supreme fittings and accessories complete as per direction of the Engineer-in-Charge and HP.PWD. Specification, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts including all incidental charges. |
| 74 | Providing and fixing 75 mm( Seventy five millimeters)nominal borePVC door Bends of required degree (any radius) with oval access door insertion rubber washer 3 (three)millmetres thick, bolts and nuts complete Supreme fittings and accessories complete as per direction of the Engineer-in-Charge and HP.PWD. Specification, including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts including all incidental charges. |
| 75 | Providing and fixing 110 mm ( one hundred ten millimeter) diameter PVC cowl I.S.I marked including cutting holes in walls and making good the same, as per HP.PWD specification, including carriage of all labour equipment and material to various location through all modes of transportation in all leadsiftsandall incidental charges . |
| 76 | Providing and fixing vitreous china water closet squatting pan(Indian Type W.C).Orrissa Pattern I.S.I marked size 580 (Five Hundred Eighty) millimeters, as per HP.PWD. specification,including carriage of all labour equipment and material to various location through all modes of transportation in all leadsliftsandall incidental charges . |
| 77 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 ( ten) 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 including carriage of all labour equipment and material to various location through all modes of transportation in all leadsliftsandall incidental charges . |
| 78 | Providing and fixing White Vitreous China Flat back wash basin size 550x 400 mm ( five hundred fifty in to four hundred millimeter)with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm (thirty two millimeter) C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require including carriage of all labour equipment and material to various location through all modes of transportation in all leadsliftsandall incidental charges . |
| 79 | Providing & fixing 100 mm (hundred mm) diameter CP heavy duty makes ISI marked no 8931 and 8934 grating for gully Nahni trap as directed by the Engineer-in- Charge including carriage of materials within all leads and lifts and other incidentals and as per the entire satisfaction of Engineer-in-charge. |
| 80 | Providing & fixing 600 x 450mm (six hundred into four hundred fifty millimeter) beveled edge mirror of superior class mounted on 6mm thick AC sheet of plywood sheet fixed with wooden plugs with CP brass screws and washers complete as directed by the Engineer-in- Charge including carriage of materials within all leads and lifts and other incidentals and as per the entire satisfaction of Engineer-in-charge. |
| 81 | Providing and fixing 600 mm ( six hundred millimeter) long towel rail with total length of 645 mm ( six hundred forty five millimeter), width 78 mm ( seventy eight millimeter) and effective height of 88 mm ( eighty eight millimeter) , weighing not less than 190 gms PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour including carriage of all labour equipment and material to various location through all modes of transportation in all leadsliftsandall incidental charges . |
| 82 | Providing and fixing 600 (Six hundred) millimeter x 120 (One hundred twenty) millimeters glass shelf with C.P. brass brackets and guard rail complete, fixed to wooden plug with C.P. brass screws, including carriage of materials within all leads and lifts and other incidentals and as per the entire satisfaction of Engineer-in-charge. |
| 83 | Providing and fixing CP brass toilet paper holders including carriage of materials within all leads and lifts and other incidentals and as per the entire satisfaction of Engineer-in-charge |
| 84 | Providing & fixing chromium plated heavy duty ISI marked no 8931 and8934) brass soap dish with CP brass brackets fixed to wooden cleats with CP brass screws as directed by the Engineer-in- Charge including carriage of materials within all leads and lifts and other incidentals and as per the entire satisfaction of Engineer-in-charge. |
| 85 | Providing and fixing 15mm ( fifteen millimeters)nominal bore C.P. brass long nose bib cock of approved quality conforming to IS standardsas directed by the Engineer-in- Charge including carriage of materials within all leads and lifts and other incidentals. |
| 86 | Providing and fixing brass angle valve 15 ( fifteen millimeters) diameter without Nuts and pipe, including carriage of materials within all leads and lifts and other incidentals and as per the entire satisfaction of Engineer-in-charge |
| 87 | Providing and fixing uplasticised 45 cm (forty five millimeter) length 15 mm (Fifteen millimeter) nominal bore PVC connection pipe with brass unions including carriage of materials within all leads and lifts and other incidentals and as per the entire satisfaction of Engineer-in-charge |
| 88 | Providing and fixing fullway brass valve with wheel 15 (fifteen) millimeters nominal bore , as per HP.PWD specification , including carriage of all labour equipmentProviding and fixing brass bib cock of approved qualityincluding carriage of materials within all leads and lifts and other incidentals and as per the entire satisfaction of Engineer-in-charge |
| 89 | Providing and fixing 150 x 100 mm (one hundred fifty in to one hundred millimeter)size P type square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry common burnt clay F.P.S. (non modular) bricks of class designation 7.5chamber with water tight C.I. cover with frame of 300 x300 mm (three hundred into three hundredmillimeter) size (inside) the weight of cover to be not less than 4.50 kg ( four point fifty kilogram) and frame to be not less than 2.70 kg ( two point seventy kilogram) as per standard design including carriage of materials within all leads and lifts and other incidentals and as per the entire satisfaction of Engineer-in-charge |
| 90 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank including carriage of all labour equipment and material to various location through all modes of transportation in all leadsliftsandall incidental charges . |
| 91 | Providing & fixing 32mm (thirty two millimeter) dia rubber plug for sink or wash basin as directed by the Engineer-in- Charge including carriage of materials within all leads and lifts and other incidentals and as per the entire satisfaction of Engineer-in-charge. |
| 92 | Cement concrete 40 mm ( forty millimeter) thick flooring 1:2:4 (one cement : two coarse sand : fourwith 20 mm (twenty millimeter) nominal size stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete as directed by the Engineer-in- Charge including carriage of materials within all leads and lifts and other incidentals and as per the entire satisfaction of Engineer-in-charge. |
| 93 | 18 mm (eighteen millimeter) cement plaster in two coats under layer 12 mm (twelve millimeter) thick cement plaster 1:5 (one cement : five coarse sand) and a top layer 6 mm (six millimeter) thick cement plaster 1:3 (one cement : three coarse sand) finished rough with sponge as directed by the Engineer-in- Charge including carriage of materials within all leads and lifts and other incidentals and as per the entire satisfaction of Engineer-in-charge. |
| 94 | Supplying and fixing C.I. cover 300x300 mm (three hundred into three hundredmillimeter) without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 Per kilogram ( four point fifty kilogram) as directed by the Engineer-in- Charge including carriage of materials within all leads and lifts and other incidentals and as per the entire satisfaction of Engineer-in-charge. |
| 95 | Providing and fixing110 mm ( one hundred ten millimeter) diameter pipe PVCwaste and ventlating pipes including filling the joints with approved adhesive complete as per HP.PWD.specification 1990 volume-I, including carriage of all labour equipment and material to various location through all modes of transportation in all leads liftsandall incidental charges . |
| 96 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm ( hundred millimeter) diameter AC pipe extending through the full width of the structures with slope of 1 (one)(V):20 ( twenty) (H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 including carriage of all labour equipment and material to various location through all modes of transportation in all leads liftsandall incidental charges . |
| 97 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 including carriage of all labour equipment and material to various location through all modes of transportation in all leads liftsandall incidental charges . |
| 98 | Providing and laying 600 mm( six hundred millimeter)dia RCC pipes Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (one cement : two fine sand) including testing of joints etc. complete including carriage of all labour equipment and material to various location through all modes of transportation in all leads liftsandall incidental charges . |
AI Tender Summary
Tender Timeline
May 19, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJun 03, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 03, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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