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Construction Vetnery Dispensary Building At Phagoo Tehsil Rajgarh Distt. Sirmour ( H.P. ) ( Sh Site Development , Building Portion, Septic Tank, Soak Pit , Rain Water Harvesting Tank , Water Supply Sanitary Installation Etc. ) , rajgarh-Himachal Pradesh

Public Works Department-PWD has published Construction Vetnery Dispensary Building At Phagoo Tehsil Rajgarh Distt. Sirmour ( H.P. ) ( Sh Site Development , Building Portion, Septic Tank, Soak Pit , Rain Water Harvesting Tank , Water Supply Sanitary Installation Etc. ) . Submission Date for this Tender is 29-07-2022. Building Work Tenders in rajgarh Himachal Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

33168914
Corrigendum : Construction Vetnery Dispensary Building At Phagoo Tehsil Rajgarh Distt. Sirmour ( H.P. ) ( Sh Site Development , Building Portion, Septic Tank, Soak Pit , Rain Water Harvesting Tank , Water Supply Sanitary Installation Etc. )
Open Tender
Indian
Himachal Pradesh
rajgarh
29-07-2022

Tender Details

Construction Vetnery Dispensary Building At Phagoo Tehsil Rajgarh Distt. Sirmour ( H.P. ) ( Sh Site Development , Building Portion, Septic Tank, Soak Pit , Rain Water Harvesting Tank , Water Supply Sanitary Installation Etc. )

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 25-Jul-2022 CORRIGENDUM Date 29-07-2022

Key Value

Document Fees
INR 1500 /-
EMD
INR 63500.0 /-
Tender Value
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BOQ Items

Name of Work: C/O Vetnery Dispensary building at Phagoo Tehsil Rajgarh Distt. Sirmour (H.P.) (SH:- Site Development , Building portion, Septic Tank, Soak Pit , Rain water Harvesting Tank ,Water supply & Sanitary Installation etc.)
Sl. No. Item Description
1Excavation in foundation trenches etc. in earth work in all heights, depthsand in all kinds of soils including saturated soils comprisng of pick work jumper work, blasting work both in soft and hard chisselling/wedging out of rock (where blasting is prohibted)and their intermediate classification with in all leads and lifts, stacking the excavated rock, soil not more than 3 (Three) meters clear from the edge of excavation and then returning the stacked soil in 15Cm (Fifteen centimetre) layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads lifts.and carriage of material as per the direction of the Engineer In charge.
2Supplying and filling in plinth with sand under floors, including watering, romming, consolidating and dressing complete as per HP.PWD specification, including carriage of all labour equipments and materials to various location through all modes of transportation in all leads and lifts , including all incidental charges.
3Providing form work with steel plates 3.15 mm. (Three point fifteenmilimetre) thick welded with angle iron in frame 30x30x5mm (Thirty into thirty into Five millimetre) So as to give a fair finish including centring, shuttering, strutting and propping etc.with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs (Four metre) and removal of the same for in situ reinforced concrete and plain concrete work in Flat surfaces such as soffits of suspended floors, roofs, landing and the like Floors etc. upto 200mm. ( Two hundred milimetre) In thickness. including all leads, lifts and carriage of materials,as per the direction of the Engineer In charge.
4Providing form work with steel plates 3.15 mm. (Three point fifteenmilimetre) thick welded with angle iron in frame 30x30x5mm (Thirty into thirty into Five millimetre) . So as to give a fair finish including centring, shuttering, strutting and propping etc.with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs (Four metre) and removal of the same for in situ reinforced concrete and plain concrete work in Beams, cantilever, girders and lintels.Sides and soffits of beams, beam haunchings, cantilevers, bressumers and lintels not exceeding 1 mtr. (One metre) In depth in all heights from floor, including all leads, lifts and carriage of materials,as per the direction of the Engineer In charge.
5Providing form work with steel plates 3.15 mm. (Three point fifteenmilimetre) thick welded with angle iron in frame 30x30x5mm (Thirty into thirty into Five millimetre) . So as to give a fair finish including centring, shuttering, strutting and propping etc.with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs (Four metre) and removal of the same for in situ reinforced concrete and plain concrete work in Edge of slabs and breaks in floors and walls, including all leads, lifts and carriage of materials,as per the direction of the Engineer In charge.
6Providing form work with steel plates 3.15 mm. (Three point fifteenmilimetre) thick welded with angle iron in frame 30x30x5mm (Thirty into thirty into Five millimetre) So as to give a fair finish including centring, shuttering, strutting and propping etc.with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs (Four metre) and removal of the same for in situ reinforced concrete and plain concrete work in Vertical surface such as wall (any thikness partitions and the like i/c attd. Buttresses, pilasters plinth and string courses and the like including all leads, lifts and carriage of materials,as per the direction of the Engineer In charge.
7Providing and laying cement concrete 1:6:12 [One cement isto Six sand isto Twelve graded stone aggregate 40 mm (Fourty millimetre) nominal size] and curing complete excluding cost of form work in Foundation and plinth including all leads lifts and carriage of materials, as per the direction of Engineer-Incharge.
8Providing and laying Damp proof corse 50mm thick with C.C 1:2:4 (onecement isto two Sand isto Four graded stone aggregate 20mm (twenty millimetre) nominal size) and curing complete in all leads,lifts and other incidental chargesas per the direction of the Engineer In charge.
9Applying a coat of hot bitumen (mexphelt 80/100 ( Eighty / Hundred) or equivalent) sing1.70kg (One point Seventy Kilograme) per sqm damp proof course after cleaning the surface with a piece of cloth lightly soaked with kerosine oil in all leads,lifts and other incidental charges
10Providing and laying cement concrete 1:4:8 [One cement isto foure sand isto Eight gradedstone aggregate 40 mm (Forty) milimetre nominal size] and curing complete excluding cost of form work and reinforcement for concrete work in in Foundation and plinth Including all leads lifts and carriage of materials, as per the direction of Engineer-Incharge
11Providing and laying PCC design mix M-25 grade Reinforcedcement concrete 1:1.5:3 (One cement isto One point Five coarse sand isto Three graded stone aggregate 20 mm (Twenty millimetre) nominal size) in position by Mechanically mixed and vibrated and curing complete 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 five level, etc. as per approved design mix, at 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 including carriage of all labour equipments and carriage of materials in all leads and lifts to various locations through all modes of transportation and other incidential charges as per direction of theEngineer-in-Charge.
12Providing tor steel reinforcement for reinforced cement concrete workincluding bending,binding and placing in position including cost of binding wire complete as per structural drawingand as per HPPWD specification 1990-Volume-l, including carriage of all labour, equipment and materials to various locations through all modes of transportation in all leads, lifts and other incidental chargesas per direction of theEngineer-in-Charge.
13Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 (Seven point five) in foundation and in foundation and plinth inCement mortar 1:6 ( One cement isto Six coarse sand) as per HPPWD specification 1990 voume-I including carriage of all labour equipments and materials to various location through all leads, lifts & other incidental charges complete as per direction of theEngineer-in-Charge.
14Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (Seven point five)in: Cement mortar 1:6 (One cement isti Six coarse sand) in Super Structure uptoFive Level in all shapes and size as per HPPWD specification 1990 voume-I including carriage of all labour equipments and materials to various location through all leads,lifts & other incidental charges completeas per direction of theEngineer-in-Charge.
15Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (Seven point five) in superstructure above plinth level up to floor V level in Cement mortar 1:4 (One cement isto Foure coarse sand) as per HPPWD specification 1990 voume-I including carriage of all labour equipments and materials to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in Charge
16Stone soling properly hand packed tightly under floor as per as perHPPWD specification 1990 voume-I including carriage of all labour equipments and materials to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in Charge
17Coursed rubble masonary crushed with hard stone of approved quality in foundition and plinth in wall in cement mortar 1:6 (one cement isto Six sand) and including raking out joints including carriage of materials within all leads and lift.& other incidental charges complete as per entire satisfaction of the Engineer-in Charge
18Random rubble masonary/ polygonal rubble masonary(uncoarsed)/brought to courses) with hard stone of approved quality in foundation in plinth including levelling up with cement concrete 1:6:12 (one cemetisto Six sand isti Twelve graded stone aggregate) 20mm ( Twenty) milimetre nominal size in cement mortar 1:6 (One cement isto Six sand) including carriage of materials with in all leads and lifts.& other incidental charges complete as per entire satisfaction of the Engineer-in Charge
19Providing wood work in frames of 2nd (Second) class doors, windows, clerestory, windows and other frames wrought, framed and fixed in position.Superior class Teakwood.including carriage of all labour equipments and materials to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.
20Providing and fixing pannell glazed Doors or Pannelled and glazed shuttersfor door window and clerstory windows including black enemelled iron but hinges wirth necessary screwes 40mm thick 2nd (SecondClass deodar wood. including carriage of all labour equipments and materials to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge
21Providing and fixing wire gauge shutters using galvanized mild steel gange of LS. gauge designation 85 G (Eighty Five G) with wire of dia 05C ZeroFive ) millimeters for door, windows and clear star windows including bright finished black enameled iron hinges w necessary screws 30 mm. (thirty millimeter) thick second class teakwood as per HP.PWD specification 1990 (One thousand nine hundred ninety) volume- 1 (one) including carriage of all labour equipment and material to various location through all modes of transportation in all leads lifts and all incidental charges as per the entire satisfaction and direction of Engineer-in-charge.
22Providing and fixing 40X3 mm (Forty in to three) flat iron hold fast 40cm (Forty centimetre) long including fixing to frame with 10mm (Tem millimetre) diameter bolts and nuts and wooden plugs and embedding in cement concrete block 30X10X15 cm (Thirty into Ten into Fifteen centemetre) 1:3:6 (One cement isto Three sand isto Sis graded stone aggregate ) 20mm (Twenty millimetre) nominal sizencluding carriage of all labour equipments and materials to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in Charge.
23Providing and fixing 19 (nineteen) milimetres thick commercial board water proof shutters for cup board with hard wood edging on exposed surface including fixing with nickel plated paino hinges wirh screws complete as per HP.PWD specification 1990 (One thousand nine hundred ninety)volume- 1.(one) including carriage of all labour equipment and material to various location through all modes of transportation in all leads lifts and all incidental charges as per the entire satisfaction and direction of Engineer-in-charge.
24Providing and fixing300 x 16mm (Three hundred into sixteen milimetre) anodized aluminium sliding door bolt anodized colourand shade with bolts and nuts screws atc. Complete .including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.
25Providing and fixing 250 x 16mm (two hundred fifty into sixteen milimetre)anodized aluminium sliding door bolt anodized colourand shade with bolts and nuts screws atc. Complete including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge.
26Providing and fixing 250 x 10mm (Two hundred Fifty into Ten milimetre)anodized aluminum Tower Bolts (barrel type)anodized transparent or dyed to required shade and color with screws etc. millimeters size Complete as per 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 as per the entire satisfaction and direction of Engineer-in-charge.
27Providing and fixing .150 x 10mm (onehundred Fifty into Ten millimetre) anodized aluminum Tower Bolts (barrel type) anodized transparent or dyed to required shade and color with screws etc. millimeters size Complete as per 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 as per the entire satisfaction and direction of Engineer-in-charge.
28Providing and fixing 125mm.(one hundred twenty five milimetres) aluminium handles anodized transparant or dyed torequired shade and colour with screws etc., completeas per 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 as per the entire satisfaction and direction of Engineer-in-charge.
29Providing and fixing aluminium handles anodized transparant or dygd to required shade and colour with screws etc., completeas per 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 100mm.( hundred milimetres) as per the entire satisfaction and direction of Engineer-in-charge.
30Providing and fixing M.s. grill of required pattern in wooden frames ofwindows frames etc. with M.S. lats square on round bars with round headed bolts and nuts or by screws plain grill including carriage of materials in all leads. lifts and other incidental charges. Providing and fixing anodized aluminum fan light piviot with necessary 2 screwes including carriage of materials in all leads, lifts and including all incidental charges as per the entire satisfaction and direction of Engineer-in-charge.
31Providing and fixing M.S. fan clamp type I or II of 16 mm (sixteen) milimetre dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. including carriage of materials in all leads, lifts and including all incidental chargesas per the entire satisfaction and direction of Engineer-in-charge.
32Providing fixing MS BP sheet 1.66 mm to 2 mm (One point Sixty Six millimetre toTwo millimetre) thick in eaves board / facia/soffit/ ceiling including cutting fixing and welding to steel roof members and applying a coat red primer complete as per the instruction of engineer in charge (base member of steel work shall be measered and paid including carriage of materials in all leads, lifts and including all incidental charges as per the entire satisfaction and direction of Engineer-in-charge.
33Providing and fixing 0.60 mm (Zero point six zero milimetre) thickprepainted steel sheet in roofing with hot dipped metalic zinc coated sheet with top coat of regular modified pollyster (RNP) organic coating of 20 (twenty) microns over 5 (five) microns primer coating to back coat of polyster of 5 (five) microns primer coating including fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia meter with prepaintede limipet and rubber washers complete with all accessories as HPPWD 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 as per the entire satisfaction and direction of Engineer-in-charge.
34Providing and fixing ridges or hips 60 cm(Sixty centemetre) overall with 0.60 mm (Zero point six zero milimetre) thick prepainted steel sheet in roofing with hot dipped metalic zinc coated sheet with top coat of regular modified pollyster (RNP) organic coating of 20 (twenty) microns over 5 (five) microns primer coating to back coat of polyster of 5 (five) microns primer coating including fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia meter with prepaintede limipet and rubber washers complete with all accessories as HPPWD 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 as per the entire satisfaction and direction of Engineer-in-charge.
35Steel work welded in built up sections, trusses and framed work, includingcutting, hoisting in all heights and levels, fixing in position and applying a priming coat of red lead paint completer in all respect. In gratings framed gaurds bats ladders, railing brckets and similar works as per structural design, drawing direction of the Engineer-in-Charge and as per HP.PWD. Specification 1990 (One thousand nine hundred ninety)volume- 1.(one) 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 as per the entire satisfaction and direction of Engineer-in-charge.
36Steel work welded in built up sections, trusses and framed work, includingcutting, hoisting in all heights and levels, fixing in position and applying a priming coat of red lead paint completer in all respect. In trusses and trussed purlins in buildings as per structural design, drawing,direction of the Engineer-in-Charge and as per HP.PWD. Specification 1990 (One thousand nine hundred ninety)volume- L.(one) 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 as per the entire satisfaction and direction of Engineer-in-charge.
37Providing and fixing on wall face 110 mm (one hundred ten mm dia )PVG ( D-plast) rain water pipe of working pressure not less than 4.5 kg/sqm (Four point Five Kilograme per Square metre) including filling the joints with approved adhesive complete as per 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 as per the entire satisfaction and direction of Engineer-in-charge.
38Providing and fixing on wall face PVC ( D-plast) accessories Le PVC plain bend 110 mm (one hundred Ten milimetre) dia for rain water pipe including filling the joints with approved adhesive complete sas per 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
39Providing and fixing M.S. holders bat clamps of approved design to CI or SCIpipes embedded in and including cement concrete blocks 10X10X10cm (Ten into ten into ten centimeter) of 1:2:4 (:One cement isto Two sand isto Four graded stone aggregate 20mm (Twenty milimetre) nominal size) cost of cutting holes and making good the walls etc 100mm (One hundred millimeter) diameter of CI pipes including carriage of all labour, equipment and materials to various locations through all modes of transportation in all leads, lifts and other incidental charges.
40Cement concrete flooring 1:2:4(one cement isto two sand isto four graded stone aggregate 20mm (twenty millimetet) nominal size laid in one layer finished with a floting coat of neat cement 40 mm (forty milimeter ) thick including carriage of materials within all leads and lifts.
41Kota stone slab flooring 20 (Twenty) millimeters (Average) thick base ofcement mortor 1:4 (One cement isto Four Sand) laid over and jointed with grey cement slurrymixed with pigment to match the shade of the slab including rubbing and polishing complete. 40 (forty) millimeters thick, as per HP.PWD specification 1990 (One thousand nine hundred ninety)volume- 1,(one) including carriage of all labour equipment and material to various location through all modes of transportation in all leads lifts and all incidental charges.
42Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 (Eightee) milimetre mm thick stone slab over 20 mm (Twenty milimetre) average thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.
43Providing and laying 20 (Twenty) millimeters acid proof tile of size upto300 x300 mm of specified shad in floors, treads of steps and landing laid on bead of 20mm thick of cement mortor 1:3 (One cement isto three Sand) jointing with cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete. as per HP.PWD specification 1990 (One thousand nine hundred ninety)volume- 1 (one) including carriage of all labour equipment and material to various location through all modes of transportation in all leads lifts and all incidental charges.
44Providing and fixing White glazed tiles 6 mm (Six) milimetre thick in flooring, tread of steps " and landing laid on bed of 12 mm thick cement mortar 1:3 (1 cement :3 sand) finished with flush pointing in white cement including carriage of all labour equipment and materials to various locations through all modes of transportation in all leads, lifts and other incidental charges.
45Providing and fixing angle iron cupboard frame manufacture of MS angleiron section of 25X25X5mm thick including hinges jambs, lock beed and of required threshold of mild steel angle 25X25 mm balded or rigidly fixed iny machanical means lugs with split in details to each jambs including steel butt hinges 2.5mm thick with provision for locking arrangement and shock observer as specified and applying a caot of approved steel primer after pre tretment of the surface as per direction by engineer in charge
46Providing and fixing 15cm (Fifteen) centimetre wide 45cm (Forty five) centimetre) over all semicercular plain G.I sheet 0.80 mm (Eighty) milimetre thickgutter with iron brackets 40X 3 mm size bolts and nuts and washers etc. including making necessary connection with main water pipe as per design and entire satisfaction of the Engineer-in-Charge.
4715mm cement plaster in cement mortar 1:6 (One cement: six sand) in single coat on the rough side of brick/ concrete/ stone walls for interior plastering upto floor all level including arrises. internal rounded angles,chamfers and/or rounded angles not exceeding 80 mm in girth & finished even & smooth as per HPPWD specification 1990 voume-I including carriage of all labour equipement and material to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.
48Providing and laying 15mm cement plasterin cement mortar 1:6 (One cement: six sand) in single coat on the fair side of brick/ concrete/stone walls for interior plastering upto floor all level including arrises, internal rounded angles,chamfers and/or rounded angles not exceeding 80mm (Eighty) milimetre in girth & finished even & smooth as per HPPWD specification 1990 voume-I including carriage of all labour equipement and material to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.
49Providing and laying 15mm (fieteen) millimeters thick cement plaster in cement mortar 1:4 (one cement isto four sand)in single coat on the rough of brick / concrete/ stone walls for interior plasterig up to all hights including arises. Internal rounded angles, chamfers and rounded angles not exceeding 80 (eighty) millimeters in grith and finished even and smooth including carriage of materials within all leads and lietsas per entire satisfaction of the Engineer-in-Charge.
50Providing and laying6mm (Six) milimetre cement plaster to celling in cement mortar 1:3 (One cement isto Three sand) alllabour, equipment and materials to various location though all modes of transportation in all leads, lifts and other incidental charges as per entire satisfaction of the Engineer-in-Charge.
51Providing and fixing 12.5 mm (Twelve point fove) milimetre thick fully Perforated Gypsum Board tile made from plasterboard having glass fibre conforming to IS: 2095 part I, of size 595x595 mm, having perforation of 9.7x9.7 mm at 19.4 mm c/c with center borders of 48 mm and the side borders of 30mm, (Thirty) milimetre backed withnon woven tissue on the back side,having an NRC ( Noise Reduction Coefficient) of 0.79, with 50 mm (Fifty) milimetre resin bonded glass wool backing. alllabour, equipment and materials to various location though all modes of transportation in all leads, lifts and other incidental charges as per entire satisfaction of the Engineer-in-Charge.
52Painting two coats excluding priming coat on new steel and other metalsurface with enamel paints other then white brushing for use on floor to give an even shade including cleaning the surface of all dirt, dust and other foreign matter, sand papering and stopping with white enamel paint other than white as per HP.PWD. specification 1990-Volume-l,including carriage of all labour, equipment and materials to various location though all modes of transportation in all leads, lifts and other incidental charges as per entire satisfaction of the Engineer-in-Charge.
53Applying priming coat over new wood and wood based surfaces after andincluding preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign sand papering and knotting Readymixed paint brushing wood primer pink including carriage of all labour equipment and materials to various locations through all modes of transportation in all leads, lifts and other incidental chargesas per entire satisfaction of the Engineer-in-Charge.
54Painting two coats (excluding priming coat)on new wood and wood based surface with enamel paints to give an even shade including cleaning the surface of all dirt, dust and other foreign matter, sand papering and stopping with white enamel paint other than white as per HP.PWD. specification 1990-Volume-Lincluding carriage of all labour, equipment and materials to various location though all modes of transportation in all leads, lifts and other incidental charges as per entire satisfaction of the Engineer-in-Charge.
55White washing with lime on un-decorated ceiling and or slopping roof surface two coats to give an even shade including throughly brooming the surface to remove all dirt dust mortar dirt and other foreign matter. including all leads,lifts and carriage of materials complete as per entire satisfaction of the Engineer in charge.
56Distempering ( two coats) with oil bound Nerolac or its equivalent washable distemper of approved brand & manufacture & of required shade on un-decorated wall surfaces to give an even shade over & including a priming coat with distemper primer of approved brand & manufacture after thoroughly brushing the surface free from mortar droppings & other foreign matter & also including preparing the surface even & sand papered smooth. Priming coat with distemper primer as per HPPWD specification 1990 voume-I including carriage of all labour equipement and material to various location through all leads, lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.
57Finishing wall with water proofing cement paint of approved brand and manufactur of required shade of decorated wall surface (one coats) to give an even shade and final finish after thoroughly brushing the surface to remove all dirt, loose or softened joint as per HP.PWD. Specification 1990 (One thousand nine hundred ninety)volume- 1.(one) 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.
58Making plinth protection 50mm (Fifty) milimetre thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm (Twenty) milimetre nominal size) over 75mm thick bed of dry brick ballast 40 mm (Forty) milimetre nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. including carriage of all labour equipement and material to various location through all leads, lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.
59Constructing course rubble hammer dressed "U" shape open surface drain with side wall 15 x 22 cm (fifteen into twenty two centimetres) in cement mortar 1:6 (One cement: six sand) & inside plastering with cement plaster 1:3 (One cement: three sand) including earth work & laying 10cm (ten centimetres) cement concrete in 1:5:10 (One cement: five sand :ten graded stone aggregate 40mm (forty milimetres) nominal size) & 7.5 cm (seven point five centimetres) cement concrete 1:2:4 ( One cement: two sand: four graded stone aggregate of 20mm (twenty milimetres) nominal size) & finished with a floating coat of neat cement complete as per standard design as per HPPWD specification 1990 voume-I including carriage of all labour equipement and material to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer in-Charge.
60Providing and fixing to wall,ceiling and floor 15mm (fifteenbore galavanized mild steel tube (Medium grade) with ISI marked tube fitting and clamps including making good the wall and ceiling and floor as per HPPWD specification including carriage of all labour equipement and material to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in
61Providing and laying in trenches: GMS tube 15mm (fifteen milimeter)nominal bore galavanized mild steel tube (Medium grade) with ISI marked tube fitting and clamps including making good the wall and ceiling and floor as per HPPWD specification including carriage of all labour equipement and material to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in Charge
62Providing and laying in trenches 15mm (fifteen milimeter)nominal boregalavanized mild steel tube (Medium grade)tube fittings (earth work in trenches to be measured and paid separatly) as per HPPWD specification including carriage of all labour equipement and material to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.
63Making connection of galvanized steel distribution branch with galavanized mild steel main line 20mm to 40 mm (twenty milimeter to forty milimeter)nominal bore ISI marked by providing and fixing tees including cutting and thredhing the pipe complete as per HPPWD specification including carriage of all labour equipement and material to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.
64Fixing water meter and stop cock in 15mm (fifteen milimeter)nominalbore galvanized steel tube including necessary fitting such as mils steel galavanized jam, nuts, sockets etc. cutting and making long screwes complete (water meter and stop cock to be measured and paid separatly) as per HPPWD specification including carriage of all labour equipement and material to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.
65Providing & fixing PVC water storage tank of ISI 12701 marked,G.l. inlet &outlet connection, 15mm nominal bore ball valve & mosquito proof PVC cover with locking arrangement including hoisting upto all heights above ground level 1000 litre net capacity tank including carriage of all labour equipement and material to various location through all leads,lifts & other incidental charges complete as per entire satisfaction of the Engineer-in-Charge.
66Providing and fixing 110 mm (One hundred ten) milimetre dia high pressure PVC spigot and socket, waste and ventilating pipes ISI marked including fitting with approved adhesive etc. including carriage of all labour equipment and material to various locations, through all modes of transportation in all leads and lifts, lincluding all incidental chargesas per entire satisfaction of the Engineer-in-Charge.
67Providing and fixing PVC floor traps ISI marked of self cleaning designincluding fixing with approved adhesive, cost of cutting and making good the wall and floors etc. complete.110X90mm including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental chargesas per entire satisfaction of the Engineer-in-Charge.
68Providing and fixing 100 mm (One hundred ten) dia PVC plain bend ISI marked includingfixing with approved adhesive etc. complete. including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental chargesas per entire satisfaction of the Engineer-in-Charge.
69providing and fixing 110 mm (one hundred ten millimeter) diaPVC cowl including carriage of materials within all leads and lifts including all incidental chargesas per entire satisfaction of the Engineer-in-Charge.
70Providing & fixing Vitreous China wash basin with single hole for pillar tapwith CL or M.S.brackets painted white including cutting holes & making good the same but excluding fitting flat back white shade No. 10001 of size 630 x 450mm with pedestal of Hindware or its equivelent. including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental chargesas per entire satisfaction of the Engineer-in-Charge.
71Providing and fixing vitreous china laboratory sink with C.I. Or M.S.brackets painted white including cutting holes in walls and making good the same but excluding fittings: 600mm x 450mm x 150mm.including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental chargesas per entire satisfaction of the Engineer-in-Charge.
72Providing and fixing C.P. brass chain 50cm (Fifty) centimatre long and rubber plug of size 32 mm (Thirty two) milimetre dia for wash basin or sink including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental chargesas per entire satisfaction of the Engineer-in-Charge.
73Providing and fixing C.P. brass waste for wash basin or sink including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental chargesas per entire satisfaction of the Engineer-in-Charge.
74Providing and fixing M.I. Union for wash basin or sink 32mm (Thirty two) milimetre dia including carriage of alllabour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental chargesas per entire satisfaction of the Engineer-in-Charge.
75Providing & fixing 100 mm (One hundred) milimetre dia sand cast iron each grating for floor or nahani / gully / floor trap including carriage of alllabour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental chargesas per entire satisfaction of the Engineer-in-Charge.
76Providing & fixing 600mm x 450mm (Six Hundred into Four hundred Fifty millimetre) bevelled edge mirrior of superior glassmounted on 6mm thick A.C. sheet or plywood sheet & fixed to wooden plugs with C.P. brass screws & washers including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental chargesas per entire satisfaction of the Engineer-in-Charge.
77Providing and fixing PTMT towel rail (ISI Marked) complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 450 mm long towel rail with total length of 495 mm (Four hundred ninety five) milimetre, 78 mm (Seventy eight) milimetre wide and effective height of 88 mm (Eighty eight) milimetre , weighing not less than 170 gms (One hundred seventy gramme) including carriage of alllabour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental chargesas per entire satisfaction of the Engineer-in-Charge.
78Providing & fixing Chromium plated brass soap dish (ISI Marked) with C.P. Brass brackets fixed to wooden cleats with C.P. brass screws including carriage ofall labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental chargesas per entire satisfaction of the Engineer-in-Charge.
79Providing and fixing C.P. brass long nose bib cock of (Jequar or equivalent) approved quality conforming to IS standards and weighing not less than 810 gms (Eight hundred ten) gramme.15mm (Fifteen milimetre nominal bore including carriage ofall labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental charges.
80Providing and fixing C.P.brass stop cock 15 mm (Fifteen milimetre heavy duty ISI markedincluding carriage of materials within all leads and lifts :-including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental chargesas per entire satisfaction of the Engineer-in-Charge.
81Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 ltr (Ten) litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm (Forty) milimetre flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lidas per entire satisfaction of the Engineer-in-Charge.
82Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 15 mm (Fifteen) milimetre nominal bore including carriage of materials within all leads and lifts :-including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental chargesas per entire satisfaction of the Engineer-in-Charge.
83Constructing brick masonry chamber for under ground C.I. inspection chamber and bends with common burnt clay building brick in cement mortar 1:5 (One cement: Five Sand) C.I. cover with frame (light duty 355mmx610mm. (Three hundred fifty five into Six hundred ten milimetre) internal diamensions total weight of cover with frame to be not less than 38 kg ( Thirty eight Kilograme) (weight of cover 23 Kg Twenty Three Kilograme) and weight of frame 15 Kg ( fifteen kilograme) RCC top slab with 1:2:4( One cement: Two sand: Four Graded stone aggregate 20mm ( Twenty milimetre) nominal size) foundation concrete 1:5:10 (One cement: Five sand: Ten graded stone aggegate 40mm (forty milimetre) nominal size inside plastering 15 mm thick with cement mortar 1:3 (1 cement: 3 sand) finished with a floating coat of neat cement on walls and bed concrete etc. complete, inside dimensions 455mmx610mm (Four hundred fifty five milimetre into Six hundred ten milimetre) deep single pipe linencluding carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts, including all incidental chargesas per entire satisfaction of the Engineer-in-Charge.
84Suppliying and fixing 455 mm x 610 mm (four hundredfifty five into six hundered ten millimeters )cast iron cover without frame for manholes complete including carriage of materials in all leads and liftsas per entire satisfaction of the Engineer-in-Charge.
85Supplying and fillingcrushed stone aggregates in soak pit of following sizes including carriage of materials with in all leads and liftsas per entire satisfaction of the Engineer-in-Charge.
8625mm (twentyfive millimeter) nominal size
8712mm ( tweleve millimeter) nominal size
88Stone filling under floor as per the direction of engineer in charge including carriage of materials with in all leads, lifts and other incidental chargesas per entire satisfaction of the Engineer-in-Charge.
89Supplying filling, spreading &levelling stone boulders of size range 5cm to 20cm, in recharge pit,in the required thickness for all leads& lifts, all comleteas per direction of Engineer-in-Charge.
90Providing weep holes in brick masonry/stone masonry plain reinforced concrete retaining/breast wall with 100mm dia PVC pipe extending throughout the full width of the struture with slope of 1(V):20(H) towards drawing face complete as per direction of Engineer-in-Charge.
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