Tender For Construction Of Stadium Development Work At District Dholpur (Excluding Cost Of Cement &Electrical Work)
Tender Value
3.83 Crore
Estimated cost
Bid Submission
12 Nov 2026
14 days left
EMD
7.66 Lakhs
Bank guarantee accepted
Document Fee
2360
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Karauli → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Stadium Development Work At District Dholpur (Excluding Cost Of Cement &Electrical Work)
BOQ
| Sl. No. | Item Description |
| 1 | Part-\\"A\\"-BSR ITEMS (CIVIL WORK) |
| 2 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr.: All kinds of soil |
| 3 | Carriage of Earth, Sand, Lime, Morrum, Manure or Sludge etc. including loading and unloading complete with a lead of up to 1 Km |
| 4 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 5 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils. |
| 6 | Supply & stacking good earth at site complete including loading unloading & transportation etc Good soil of earth |
| 7 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 8 | R.C.C. NON PRESSURE PIPES : Providing, Laying & Jointing R.C.C. class NP-2 Non-Pressure pipes (IS : 458mark) of approved make with collars, jointed with C.M. 1:2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints 200mm dia Internal. |
| 9 | Construction of Embankment with Material Obtained from Borrow Pits. Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 1000 m as per MoRTH Specification Clause 305.3 |
| 10 | By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading I Material |
| 11 | Water Bound Macadam Sub-base/base with Stone Screening WBM Grading 1 Stone screening type 'B' Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per MoRTH Specification Clause 404. Using Crusher Broken Aggregate By Mechanical Means |
| 12 | WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. using Crusher borken aggregate By Mechanical Means |
| 13 | Providing and laying crueshed clay bricks in minimum thickness of 15cm it should be leveled well watered and compacted by roller.as directed by engineer in charge |
| 14 | Top layer (wearing course or surface course) materials to be used as aggregate are coal cinders (half burnt only)/ crushed bricks/ red bajri / bricks dust/ dependent on their availabilty at site as directed by EIC . Black cotton soil/Powdered clay mixed with good earth is used as binding material. The maximum size of particales in the wearining course should be less than 4mm . A general ratio of 3 parts of aggregate(size of particales 1mm to 4mm ) and 1 part of Binding Material should be used. Mixed and compacted by mechincal machines. Laying should be 1 in 1000 in logitudinal and 1 in 100 in cross direction as decided by engineer in charge |
| 15 | Laying of brick lining in outer and inner edge of athletic track and whitening with approved quality as directed by engineer in charge |
| 16 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr.: (Selected area)All kinds of soil p 100 sqm |
| 17 | Carriage of Earth, Sand, Lime, Morrum, Manure or Sludge etc. including loading and unloading complete with a lead of up to 1 Km |
| 18 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sum on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed: All kinds of soil. |
| 19 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth , consolidating each deposited layer by ramming and watering including lead upto 50Mtr. and lift upto 1.5Mtr. |
| 20 | Supply & Stacking good earth at site complete including loading unloading and transportation etc. Good Soil o Earth |
| 21 | Spreading of manure and good earth in required thickness (cost of manure and good earth to be paid separately) |
| 22 | Supply of dry manure including loading unloading, transportation & stacking at site. Frame yard manure (organic). |
| 23 | Supply of Chemical Fertilizers at store in bags weighing not less than 50 Kg. each including loading unloading & transportation etc. |
| 24 | Murrate of Potash. |
| 25 | Laying of lawns including plugging leveling breaking of clods maturing & removal of stones etc. (Cost of manure or extra good earth to be paid separately) Maintenance of lawns for 30 days sor more till the grass forms a thick lawns free from weeds & fit for mowing in the duration of planting if lawn die some where the contractor will replant it at his own cost.In rows 5 Cms. apart in either direction |
| 26 | P & F G.I. pipes ( External work ) with G.I. fittings ( IS : 1239 mark ) including Trenching & refilling earth etc. |
| 27 | 25mm - dia nominal bore.(B'class) |
| 28 | 50mm - dia nominal bore.(B'class) |
| 29 | P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : Gun-metal 25mm nominal bore. |
| 30 | P & F Gun-metal Non-return Valve or Check Valve (IS :Make) of approved make, superior quality: 50mm nominal bore. Horizontal |
| 31 | Supply of PVC hose pipe of different sizes at store including transportation etc. complete : 25mm dia. |
| 32 | Football Field:-Supply & Installation FootBall Post made of B class GI pipes size of 4” dia. Length – 7.3 m, Heightground level. Backside of the goal post hooks for net should be produced for every 6”. The box type back support is essential to hold the net. This shall be made of 1.25” B Class G.I Pipe. 2 feet extra provision with foundation clamps for concreting on both sides to be kept.The item rate includes finishing works likepainting of One coat of red oxide and two coats of UV protected best white enamel and shall beinstalled in a manner that the equipment is ready to use and to the entire satisfaction of Engineer-in-Charge. Providing & fixing net of approved brand and as per the standards specified by the FIFA |
| 33 | CONSTRUCTION OF MULTI GYM HALL AT STADIUM,DHOLPUR |
| 34 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr.:All kinds of soil |
| 35 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 36 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth , consolidating each deposited layer by ramming and watering including lead upto 50Mtr. and with all lift |
| 37 | Add extra for foundations /trenches/ drains for every additional lift of 1.5 Mtr. or part thereof upto 4.5 mtr depth All kinds of soil |
| 38 | Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand |
| 39 | Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/Lindane emulsifiable concentrate of 20% |
| 40 | Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment and excluding the cost of chemical emulsion) . |
| 41 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 42 | M10 grade Nominal Mix ( with graded stone aggregate 20mm nominal size) |
| 43 | Providing & fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification : |
| 44 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. Upto plinth level |
| 45 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : |
| 46 | Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. |
| 47 | Columns, pillars, posts and struts etc. |
| 48 | Providing and fabricating reinforcement for RCC work including straightening, cutting, bending, placing in position in binding (including cost of binding wire ) all complete up to floor three level Thermo mechanically treated bars (conforming to relevant IS:1786.) |
| 49 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix |
| 50 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.M20 grade Nominal Mix / Design Mix |
| 51 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.M20 grade Nominal Mix / Design Mix |
| 52 | Add extra for providing richer mixes respectively at all floor levels Providing M-25 grade concrete by using cement as per codal provision instead of M-20 grade design mix. |
| 53 | Random rubble stone masonary for foundation and plinth in cement sand mortar above 30 cm thick wall in: |
| 54 | Cement mortar 1:6 ( 1 Cement : 6 Sand ) |
| 55 | Random rubble dry stone Kharanja under floor. |
| 56 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor Three level in all shapes and sizes in : Cement mortar 1:6 ( 1 cement : 6 coarse sand ) |
| 57 | Half brick masonry in foundation & plinth using bricks of designation 75 Cement mortar 1:4 ( 1 cement : 4 coarse sand ) |
| 58 | Add extra providing and placing in position 2 Nos. ,6mm Ø M.S. bar at every third course of half brick masonry . |
| 59 | Providing and fixing 15 to 20 mm thick Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12 mm (Av.) thick base of cement mortar 1 : 3 (1 cement : 3 coarse sand) jointing with white cement mortar 1 : 2 (1 white cement : 2 marble dust) with pigment to match the shade of the granite slab complete including rubbing and polishing of : Jhunjhunu / Jalore (Red / Choclate Colour) Above 3601 Cm2 Slabs |
| 60 | Extra for providing edge moulding to 15-18mm thick marble/ Granite stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite Work / Kota Stone. Full Edge moulding |
| 61 | Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/stone work including necessary holes for pillar taps etc. including rubbing and polishing of cut edges etc. complete |
| 62 | Kota stone slab flooring 25 mm thick 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) For area of each slab From 2001Sq.cm to 5000 sq.cm |
| 63 | Kota stone slabs 25 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 For area of each slab from 2001 to 5000 Sqcm |
| 64 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : |
| 65 | Providing and fixing 20 mm thick precast terrazo tiles of approved make, with marble chips of size upto 6mm laid over roof with neat cement slurry mixed with pigment to match the shade of the tiles, including cutting ,grinding rubbing with machine complete on 20 mm thick bed of cement sand mortar 1 : 4. |
| 66 | Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to IS : 13753 & IS :15622 of size 300mm x 450mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). |
| 67 | Extra for using Marble printed / Granite shade or dark shade tiles instead of white, grey, ivory, fume red brown, light green, light blue and other light shades in glazed tiles and MAT finished tiles. |
| 68 | Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirming to IS : 13755 and IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). |
| 69 | Extra for using Marble printed / Granite shade or dark shade tiles instead of white, grey, ivory, fume red brown, light green, light blue and other light shades in glazed tiles and MAT finished tiles. |
| 70 | Providing and fixing steel glazed window frame made out of 80x40 mm hollow sheet section of 16 gauge thickness, joint mitred welded and grinded including hold fast of steel lugs 13mm x 3mm and 15 Cm long embedded in C C block 15 x 10 x 10 Cm of 1:3:6 nominal concrete and including fixing of pivoted hinges of superior quality, window shutters made out of 50 x 25.0 mm hollow steel section 15 mm paitam of 18 gauge thickness, joint mitred and grinded including 10mm x 10mm square bars welded to frame for paitam fixing float glass 4mm thick panes with glazing clips and metal sash putty and fixing of shutters frames peg stay, U shape handle 100 mm long, tower bolts 100 mm long of steel powder coated superior quality including fixing and jointing with frame hinges priming coat with steel primer complete in all respect as per direction of Engineer-in –charge Partly fixed and partly openable [ fixed area not to exceed 33%] |
| 71 | Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance. |
| 72 | Providing and fixing square bars or other flat welded to window ventilatiors etc. |
| 73 | Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure 'A' : 30 MM THICK Commercial Veneer both side |
| 74 | Extra for providing external lipping with 2nd class teak wood battens 6 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) Over item no. 8.13. 30 mm x 6 mm |
| 75 | Providing and fixing bright finished Mortice lock of approved make Godrej or equivalent with pair of CP handles for doors with necessary screws etc complete (Best make of approved quality) as per direction of Engineer-in-charge. |
| 76 | Harrison make with CP steel handles Providing and fixing IS : 3564 marked Aluminium die cast body tubular type universal hydraulic door closer with necessary accessories and screws etc. complete. |
| 77 | 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 including filling with CC 1:2:4(M15 grade) complete as directed by Engineer-in-charge : Profile B |
| 78 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish |
| 79 | :20mm thick . |
| 80 | External Plaster |
| 81 | 12mm thick . |
| 82 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish 20mm thick. |
| 83 | Making grooves as per design in plaster 10mm to 20mm wide |
| 84 | Extra for making Ornamental design like Kangooras Gola etc. as per Jaipur practice in cement plaster L.s. qty-50% |
| 85 | Providing and applying white cement based putty over plastered surface to prepare the surface even and smooth complete |
| 86 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work including prepration of base with primer putty lippy complete in all respect. |
| 87 | Finishing walls with textured exterior paint of required shade as per approved colour complete as per manufacturers specifications including primer coat and protecting coat including scaffolding and safety provision Trowel Finish av. thickness 2000 to 2500 microns. |
| 88 | Painting with enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 89 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations. (a) Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with proprietary water proofing compound conforming to IS. 2645 over the RCC slab including cleaning the surface before treatment. (b) Laying cement concrete using broken bricks/brick bats 25 mm to 100mm size with 50% of cement mortar 1:4 (1 cement : 4 coarse sand) admixed with proprietary water proofing compound conforming to IS : 2645 over 20 mm thick layer of cement mortar of mix 1:4 (1 cement :4 coarse sand ) admixed with proprietary water proofing compound conforming to IS : 2645 to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. |
| 90 | P & F Indian type white glazed vitreous china 1st quality W.C. orissa pan (IS :2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor: Size 580x440mm. |
| 91 | P & F European type white glazed vitreous china 1st quality W.C pan (IS : 2556 Mark) with P or S trap including cutting and making good the wall and floor |
| 92 | P & F water closet Seat Covers with brass hinges complete . Solid PVC (IS 2548 marked) grade-I White for EWC. : |
| 93 | P & F C.P. lugs for toilet seat cover. |
| 94 | P & F lst quality WVC Urinal (IS:2556 mark) with 25mm dia G.I. waste pipe, dome waste couplings, concealed iron brackets or screws etc complete. Flat Back (large) or half stall size 610x400x80mm. |
| 95 | P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556mark). Of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball, (IS: 1703 mark) complete including cutting and making good the wall:PVC with PVC bend as per IS : 7231 . |
| 96 | P & F Flush Pipe of approved make with complete fittings for high level flushing cistern: G.I. `B` class (Concealed) 25mm. |
| 97 | P & F C.P. brass Urinal Flush pipe set complete with flanged brackets of approved make.For 2 Urinals |
| 98 | P & F C.P. brass Urinal Spreader for stall urinal of approved make. |
| 99 | P & F WVC wash basin (1st quality, I.S. : 2556 Mark) of approved make with C.I. brackets duly painted, 1 No. 15 mm C.P. Pillar cock (IS : 8934 Mark) & 32 mm C.P. brass waste coupling of approved make,25 mm G.I. waste pipe complete including cutting & making good the wall.: size510mm x 400mm |
| 100 | P & F Bevelled edge Mirror/mirror with teak wood lipping around of special glass of approved make as per direction of Engineer-in-charge complete with 6mm thick commercial ply base fixed to wooden screws & washers. Other Sizes |
| 101 | P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make: C.P. Brass bib cock,15mm nominal bore. |
| 102 | P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc.C.P. Inlet connection 15mm.Brass (IS : 8931 marked) |
| 103 | Two Way Bib Cock 15mm Nominal Size |
| 104 | P&F Grating of approved quality/ make Synthetic material (PTMT) of approved quality/ make Square 150x150x8mm (Anti Cockroach) |
| 105 | P & F Extension Pipe for bib cocks ofapproved quality/make. C.P. brass ofHeavy & Superior quality 50x15mm |
| 106 | P & F Jet spray for water closet with C.P. Copper Tube flange of approved make. |
| 107 | Providing & fixing C.P.flange for 15mm dia taps. |
| 108 | P & F G.I. pipes (Internal Work) with G.I. Fittings excluding union (IS:1239 Mark) & MS clamps including cutting and making good the walls and floors: |
| 109 | Exposed on wall |
| 110 | 25mm B class |
| 111 | 50mm B Class |
| 112 | Concealed in including painting with anticorrasive betumen paint. |
| 113 | 15 mm dia nominal bore. 'B' class |
| 114 | 20 mm dia nominal bore. 'B' class |
| 115 | Making connection of G.I. distribution branch with G.I. main including all fitting.Beyond 25mm & upto 100mm dia |
| 116 | P & F Ball Cock (IS :1703 Mark) with Rod & P.V.C. Ball complete : Brass wt.600 gm, 25mm. |
| 117 | P & F 15 mm. Dia Connection Pipe of approved quality/make :PVC pipe with C.P. Brass nuts 600mm. |
| 118 | P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : |
| 119 | Gun-metal 20mm nominal bore. |
| 120 | Gun-metal 25 mm nominal bore. |
| 121 | P & F PVC Storage Tank ISI Marked (IS : 12701) indicating the BIS license No), of approved make with cover,25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connectionetc., complete of approved design |
| 122 | 1000 liter capacity |
| 123 | Hoisting Charges for each floor : |
| 124 | For items 2.26.5 to 2.26.8 |
| 125 | Providing and fixing Bitumen Paint Coating over G.I. Pipes Complete as per Specifications. – |
| 126 | 15mm dia nominal bore |
| 127 | 25 mm dia |
| 128 | P & F Square-mouth gully trap `A` grade (IS 651-1992 :marked) of approved make complete with C.I. grating, frame & Cover masonary chamber in C.M. 1:6, 100mm thick C.C. 1:5:10 base concrete, 40mm thick C.C.M-15 grade coping, 12mm thick cement plaster in CM 1:3 complete as per approved design & type.Trap size 150 X 100mm, ferrow cement cover with frame, Internal Chamber size 300 X 300mm. |
| 129 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. |
| 130 | 75 mm dia |
| 131 | 110 mm dia |
| 132 | 160 mm dia |
| 133 | P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: |
| 134 | Coupler (socket) |
| 135 | 75mm dia |
| 136 | 110mm dia |
| 137 | Door tee |
| 138 | 75mm dia |
| 139 | 110mm dia |
| 140 | Bend 45 |
| 141 | 75mm dia |
| 142 | 110mm dia |
| 143 | Bend 87 .5 |
| 144 | 110mm dia |
| 145 | Vent Cowel |
| 146 | 75mm dia |
| 147 | 110mm dia |
| 148 | Pipe clip |
| 149 | 75mm dia |
| 150 | 110mm dia |
| 151 | P trap. |
| 152 | 110 mm dia |
| 153 | Plain Floor Trap |
| 154 | Construction of manhole in all type of soil inner size 90 X 60 Cm. 300 mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring, making channels, 80mm thick stone slab covering with 40mm thick M-15 grade C.C. flooring, Cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead.Depth up to 0.5 M |
| 155 | Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m,10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr.Inside size 300 X 300 mm depth upto 0.5 M Cement cover with frame. |
| 156 | Construction of septic Tank in all types of soil with 40 Cm .thick masonry in CM 1:6, 15 Cm thick C.C bed of 1:5:10, M-15 grade C.C flooring & over stone slab covering ,80 mm thick slab ,jointing of slab in CM 1:3. Ralthal, Kharanja, 50 mm thick stone partition walls, 20 mm thick plaster in CM 1:6 finished with neat floating cement, 4 Nos C.I foot rests of approved design ,two No. 450 mm dia each Ferro cement cover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr:- Size 200x100x130 cm.(for 10 users) with 115 mm thick RCC (M-20) slab with Tor steel reinforcement 8mm ϕ @15 cm c/c bothways including shuttering complete in all respect. |
| 157 | P & F M.S. Foot Rests in with C.M.,1:3, standard design in 20mm square M.S. bar 50 mm embedded in wall & 10 cms. projected out complete. |
| 158 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr.: (Selected area)All kinds of soil |
| 159 | Carriage of Material: Earth, Sand, Lime, Morrum manure or sludge |
| 160 | Water Bound Macadam Sub-base/base with Stone Screening WBM Grading 1 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per MoRTH Specification Clause 404. Using Crusher Broken Aggregate By Mechanical Means |
| 161 | WBM Grading 2 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. using Crusher borken aggregate By Mechanical Means |
| 162 | Providing and laying crushed clay bricks in minimum thickness of 15cm it should be leveled well watered and compacted by roller.as directed by engineer in chagre. |
| 163 | Providing and laying of approved class top surface of playfield with clay mix with sandy soil and wooden dust in approved ratio as per available characteristics of black cotton soil layed with Proper grinding, screening and compaction by using water |
| 164 | Laying of brick lining in outer edge of court and whitening with approoved quality as directed by EIC. |
| 165 | Providing and fixing of hand ball Nets as per standard practices as per approval |
| 166 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead upto 50mtr. and lift upto 1.5Mtr. |
| 167 | Carriage of Material: Earth, Sand, Lime, Morrum manure or sludge |
| 168 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 169 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils. |
| 170 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 1000 m as per MoRTH Specification Clause 305.3 |
| 171 | Granular Sub-base with Well Gr aded Material (Table 400-1)By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading I Material |
| 172 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 173 | Providing and laying M30 grade controlled cement concrete pavements including mixing and vibrations concrete with necessary needle vibrators and surface with screed board vibrating complete in all respect with 20/25 mm stone aggregate (crusher broken) including anti-skid textured finish to required camber/ super lavation and grade including curing etc. as per specification with cement concrete M-30 grade including cost of Steel frame work for sides of C.C. pavement consisting of M. S. channels flats and angles with required steel pegs (some of them may left embedded in concrete/ including providing frame work |
| 174 | Extra for vacuum processed concrete including cost of equipments labour etc. |
| 175 | Cutting of construction joint/ longitudinal joint 4 to 6 mm. wide using mechanical concrete cutter including cost of diamond bit cutting wheel and filling of bitumen sealing compound in groove including cost of sealing compound. 75 mm depth |
| 176 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Sand Mortar 1:6 (1-Cement:6-Sand). |
| 177 | Providing & fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification : |
| 178 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished: 20 mm thick. |
| 179 | Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: New work (Two or more coats applied @ 3.84 kg/10 sqm). |
| 180 | Providing and laying of paver block as per IS 15658 : 2006 (Indian standard for precast concrete block for paving- specification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement) |
| 181 | M-30, 60 mm thick to be used in non traffic areas like building premises, monument premises, land scapes, public gardens/ park, domestic drives, paths and patios, Embankment slopes, sand stabilization Area etc.( As per table 1 of IS 15658:2006 |
| 182 | Category ‘B’ Denated only two side like I,Z,T shape etc. as per IRC SP 63:2004 |
| 183 | Supplying and fixing of chain link fencing with angle iron posts 50x50x6mm placed at every 3 Mtr. apart 30cm in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with (50 x 50 x 6cm) angle iron provided and fixed and fitted with posts including earth work in excavation etc. complete with chain link size.50mm x 50mm x 3.15mm |
| 184 | Supplying & Installation of Basket Ball Post including Acrylic basketball back board of thickness 25mm with steel frames fitted in the main frame and its support complete in all respect with nuts, bolts, base plate,concrete at base etc as per the specification of FIBA. Basketball 6\\" pipe System made of 6\\" pipe with 14swg 1” x 1” square CR pipe 16 SWG double cross support for extra strength. Finishing works like painting of One coat of red oxide and two coats of UV protected best white enamel. The basket ring is coated with orange colour best enamel paint.Providing & fixing Basketball Ring and Ring net of approved brand and FIBA Standards Rates of item to include all the above operations including material machineries and labour etc. all complete and shall be installed in a manner that the equipment is ready to use and to the satisfaction of Engineer -In -Char |
| 185 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 186 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). |
| 187 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Sand Mortar 1:6 (1-Cement:6-Sand). |
| 188 | Supplying and fixing of chain link fencing with angle iron posts 50x50x6mm placed at every 3 Mtr. apart 30cm in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with (50 x 50 x 6cm) angle iron provided and fixed and fitted with posts including earth work in excavation etc. complete with chain link size.50mm x 50mm x 3.15mm |
| 189 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished: 20 mm thick. |
| 190 | Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding. New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). |
| 191 | Providing & fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification : |
| 192 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. using Crusher borken aggregateWBM Grading No.2 (63-45mm) Crusher Broken By Mechanical Means |
| 193 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406 Wet Mix Macadam By Mechanical Means with a lead of 1 Km. |
| 194 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with all lead & lift as per MoRTH Specification Clause 305.3 |
| 195 | Providing and laying crushed clay bricks in minimum thickness of 15cm it should be leveled well watered and compacted by roller.as directed by engineer in charge |
| 196 | Providing and laying of approved class top surface of playfield with clay mix with sandy soil and wooden dust in approved ratio as per available characteristics of black cotton soil layed with Proper grinding, screening and compaction by using water |
| 197 | Laying of brick lining in outer and inner edge of athletic track and whitening with approoved quality as directed by EIC. |
| 198 | Supplying and Installation of Volley Ball post with ISI standard “C” Class GI Pipes of 3” Inner dia with a height 2.43m for men and 2.24m for women above ground level, a minimum depth of 60cm pipe with welded clamps to be fixed below ground level and Concreted with CC 1:2:4 mix. Each pole provided with 2 Nos. of 3” pulleys with 1 No of Ratchet and 1 No hook The item rate includes finishing works like painting with best quality white enamel paint over the priming Coat and shall be installed in a manner that the equipment is ready to use and complete in all respect to the entire satisfaction of Enginner In Charge Standard approved quality net shall be of 1m wide and of 10m long with the mesh of 10 cm x10cm double thread thickness and 5cm wide canvas or Rexin stitched over the top and bottom and a flexible cable passes through the Canvas / Rexin at upper edge of the net. (Two nos. will be supplied and one no. will be Spare) Flexible Antenna 1.80m height and 10mm in diameter made of fibre glass or similar materials place on the outer edge of the side band 80cm of each antenna extends above the net and marked with 10cm strips width having contrasting colours such as Red and White alternately. |
| 199 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 200 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). |
| 201 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Sand Mortar 1:6 (1-Cement:6-Sand). |
| 202 | Supplying and fixing of chain link fencing with angle iron posts 50x50x6mm placed at every 3 Mtr. apart 30cm in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with (50 x 50 x 6cm) angle iron provided and fixed and fitted with posts including earth work in excavation etc. complete with chain link size.50mm x 50mm x 3.15mm |
| 203 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished: 20 mm thick. |
| 204 | Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding. New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). |
| 205 | Providing & fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification : |
| 206 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. using Crusher borken aggregateWBM Grading No.2 (63-45mm) Crusher Broken By Mechanical Means |
| 207 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406 Wet Mix Macadam By Mechanical Means with a lead of 1 Km. |
| 208 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with all lead & lift as per MoRTH Specification Clause 305.3 |
| 209 | Providing and laying crushed clay bricks in minimum thickness of 15cm it should be leveled well watered and compacted by roller.as directed by engineer in charge |
| 210 | Providing and laying of approved class top surface of playfield with clay mix with sandy soil and wooden dust in approved ratio as per available characteristics of black cotton soil layed with Proper grinding, screening and compaction by using water |
| 211 | Laying of brick lining in outer and inner edge of athletic track and whitening with approoved quality as directed by EIC. |
| 212 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 213 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). |
| 214 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Sand Mortar 1:6 (1-Cement:6-Sand). |
| 215 | Supplying and fixing of chain link fencing with angle iron posts 50x50x6mm placed at every 3 Mtr. apart 30cm in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with (50 x 50 x 6cm) angle iron provided and fixed and fitted with posts including earth work in excavation etc. complete with chain link size.50mm x 50mm x 3.15mm |
| 216 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished: 20 mm thick. |
| 217 | Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding. New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). |
| 218 | Providing & fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification : |
| 219 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. using Crusher borken aggregateWBM Grading No.2 (63-45mm) Crusher Broken By Mechanical Means |
| 220 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406 Wet Mix Macadam By Mechanical Means with a lead of 1 Km. |
| 221 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with all lead & lift as per MoRTH Specification Clause 305.3 |
| 222 | Providing and laying crushed clay bricks in minimum thickness of 15cm it should be leveled well watered and compacted by roller.as directed by engineer in charge |
| 223 | Providing and laying of approved class top surface of playfield with clay mix with sandy soil and wooden dust in approved ratio as per available characteristics of black cotton soil layed with Proper grinding, screening and compaction by using water |
| 224 | Laying of brick lining in outer and inner edge of athletic track and whitening with approoved quality as directed by EIC. |
| 225 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr.:All kinds of soil |
| 226 | Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 227 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth , consolidating each deposited layer by ramming and watering including lead upto 50Mtr. and with all lift |
| 228 | Add extra for foundations /trenches/ drains for every additional lift of 1.5 Mtr. or par thereof upto 4.5Mtr. depth.All kind of soil. |
| 229 | Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/Lindane emulsifiable concentrate of 20% |
| 230 | Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment and excluding the cost of chemical emulsion) . |
| 231 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 232 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). |
| 233 | Providing & fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification : |
| 234 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 235 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : |
| 236 | Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. |
| 237 | Columns, pillars, posts and struts etc. |
| 238 | Providing and fabricating reinforcement for RCC work including straightening, cutting, bending, placing in position in binding (including cost of binding wire ) all complete up to floor three level Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 239 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix |
| 240 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.M20 grade Nominal Mix / Design Mix |
| 241 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.M20 grade Nominal Mix / Design Mix |
| 242 | Add extra for providing richer mixes respectively at all floor levelsProviding M-25 grade concrete by using min 410 kg of cement per cum instead of M-20 grade design mix. |
| 243 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). Upto plinth |
| 244 | Random rubble dry stone Kharanja under floor. |
| 245 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor Three level in all shapes and sizes in : Cement mortar 1:6 ( 1 cement : 6 coarse sand ) |
| 246 | Half brick masonry in Superstructure , above plinth level upto floor V level using bricks of designation 75 Cement mortar 1:4 (1-Cement:4-coarse sand).Service counter wall |
| 247 | Providing and fixing 15 to 20 mm thick Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12 mm (Av.) thick base of cement mortar 1 : 3 (1 cement : 3 coarse sand) jointing with white cement mortar 1 : 2 (1 white cement : 2 marble dust) with pigment to match the shade of the granite slab complete including rubbing and polishing of : Jhunjhunu / Jalore (Red/Choclate/Black/Pink Colour Above 3601 Cm2 Slabs |
| 248 | Extra for providing edge moulding to 15-18mm thick marble/ Granite stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite Work / Kota Stone Full Edge moulding |
| 249 | Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/stone work including necessary holes for pillar taps etc. including rubbing and polishing of cut edges etc. complete |
| 250 | Kota stone slab flooring 25 mm thick 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) For area of each slab From 2001Sq.cm to 5000 sq.cm |
| 251 | Kota stone slabs 25 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 For area of each slab from 2001 to 5000 Sqcm |
| 252 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : |
| 253 | Providing and fixing 20 mm thick precast terrazo tiles of approved make, with marble chips of size upto 6mm laid over roof with neat cement slurry mixed with pigment to match the shade of the tiles, including cutting ,grinding rubbing with machine complete on 20 mm thick bed of cement sand mortar 1 : 4. On roof |
| 254 | Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to IS : 13753 & IS :15622 of size 300mm x 450mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). |
| 255 | Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirming to IS : 13755 and IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). In flooring |
| 256 | Providing & fixing anodizing alumium work (Anodizing to be got done from approved Anodizer) for doors, windows, ventilators and partition with extruded built up standard tubular and other sections of approved make confirming to IS : 733 and IS : 1285 anodised transparent 81 dyed to required shade according to IS : 1868 (Minimum anodic coating of grade AC 15), fixed with rawl plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gas at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium section shall be smooth, rust free, straight, mitred and jointed mechanically wherever required inlcuding cleat angle Aluminum snap beading for glazing/paneling, C.P. Brass/ Stainless Steel screws, Al. Tower bolt & Al. handle & Al. Aldrop etc. all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing and peneling to be paid for separately). For Fixed portion Powder coating aluminum ( minimum thickness of powder coating 50 micron) |
| 257 | For shutters builtup standard tubular sections of openable doors ,windows & ventilators including providing & fixing hinges / rollers etc. and making provision for fixing of fittings wherever required (lockes shall be paid for separately). Powder coating aluminum ( minimum thickness of powder coating 50 micron) |
| 258 | Providing and fixing glazing in aluminium door, window ,ventilator shutters and partitions etc. with PVS / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge.(Cost of aluminium snap beading shall be paid in basic item.)With float glass panes of 5.0 mm thickness ( weight not less than 13.50 kg/sqm) |
| 259 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece M.S. With stainless steel cover plate |
| 260 | Providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. |
| 261 | Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (IS 1038-1983) joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required :Partly fixed and partly openable [ fixed area not to exceed 33%] |
| 262 | Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150 mm distance. |
| 263 | Providing and fixing square bars or other flat welded to window ventilatiors etc. |
| 264 | Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure 'A' : 30mm thk Commercial Veneer both side |
| 265 | Extra for providing external lipping with 2nd class teak wood battens 6 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) Over item no. 8.13. |
| 266 | Providing and fixing bright finished Mortice lock of approved make Godrej or equivalent with pair of CP handles for doors with necessary screws etc complete (Best make of approved quality) as per direction of Engineer-in-charge. |
| 267 | Providing and fixing IS : 3564 marked Aluminium die cast body tubular type universal hydraulic door closer with necessary accessories and screws etc. complete. |
| 268 | 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 including filling with CC 1:2:4(M15 grade) complete as directed by Engineer-in-charge : Profile B |
| 269 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joints etc. complete fine finish :20 mm thick.External Plaster |
| 270 | 12mm thick.( Internal plastr) -CEILING |
| 271 | 20mm thick.( Internal plastr) |
| 272 | Making grooves as per design in plaster 10mm to 20mm wide. |
| 273 | Extra for making Ornamental design like Kangooras Gola etc. as per Jaipur practice in cement plaster |
| 274 | Providing and applying white cement based putty over plastered surface to prepare the surface even and smooth complete (New plastered surface three or more coats) |
| 275 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding: Two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect. internal plaster |
| 276 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding:New work (two or more coats) over and including scrapping and priming coat with cement primer.qty of external plaster. |
| 277 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 278 | Grading roof for water proofing treatment with water proffing compound Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) The various stages of exceeding the above mentioned item of work are as given below. |
| 279 | Providing and fixing stainless steel railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).Grade 304 |
| 280 | P & F Indian type white glazed vitreous china 1st quality W.C. orissa pan (IS :2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor: Size 580x440mm. |
| 281 | P & F European type white glazed vitreous china 1st quality W.C pan (IS : 2556 Mark) with P or S trap including cutting and making good the wall and floor |
| 282 | P & F water closet Seat Covers with brass hinges complete :Solid PVC (IS 2548 marked) grade-I White for EWC. |
| 283 | P & F C.P. lugs for toilet seat cover. |
| 284 | P & F lst quality WVC Urinal (IS:2556 mark) with 25mm dia G.I. waste pipe, dome waste couplings, concealed iron brackets or screws etc complete. Flat Back (large) or half stall size 610x400x80mm. |
| 285 | P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556mark). Of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball, (IS: 1703 mark) complete including cutting and making good the wall: PVC with PVC bend as per IS : 7231 . |
| 286 | P & F Flush Pipe of approved make with complete fittings for high level flushing cistern:G.I. `B` class (Concealed) 25mm. |
| 287 | P & F C.P. brass Urinal Flush pipe set complete with flanged brackets of approved make.For 2 Urinals |
| 288 | P & F C.P. brass Urinal Spreader for stall urinal of approved make. |
| 289 | P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make, P.V.C Waste pipe with PVC nut 32 mm complete including cutting & making good the wall :Size 510 mm x 400 mm |
| 290 | P & F Bevelled edge Mirror/mirror with teak wood lipping around of special glass of approved make as per direction of Engineer-in-charge complete with 6mm thick commercial ply base fixed to wooden screws & washers. Other sizes |
| 291 | P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make: C.P. Brass bib cock,15mm nominal bore. |
| 292 | P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc.C.P. Inlet connection 15mm.Brass (IS : 8931 marked) |
| 293 | Two Way Bib Cock 15mm Nominal Size |
| 294 | P&F Grating of approved quality/ make Synthetic material (PTMT) of approved quality/ make Square 150x150x8mm (Anti Cockroach) |
| 295 | P & F Extension Pipe for bib cocks ofapproved quality/make. C.P. brass ofHeavy & Superior quality 50x15mm |
| 296 | P & F Jet spray for water closet with C.P. Copper Tube flange of approved make. |
| 297 | Providing & fixing C.P.flange for 15mm dia taps. |
| 298 | P & F G.I. pipes (Internal Work) with G.I. Fittings excluding union (IS:1239 Mark) & MS clamps including cutting and making good the walls and floors: |
| 299 | Exposed on wall |
| 300 | 25mm B Class |
| 301 | 50mm B Class |
| 302 | Concealed in including painting with anticorrasive betumen paint. |
| 303 | 15 mm dia nominal bore. 'B' class |
| 304 | 20 mm dia nominal bore. 'B' class |
| 305 | Making connection of G.I. distribution branch with G.I. main including all fitting. Beyond 25mm & upto 100mm dia |
| 306 | P & F Ball Cock (IS :1703 Mark) with Rod & P.V.C. Ball complete : Brass wt.600 gm, 25mm. |
| 307 | P & F 15 mm. Dia Connection Pipe of approved quality/make :PVC pipe with C.P. Brass nuts 600mm. |
| 308 | P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : |
| 309 | Gun-metal 20mm nominal bore. |
| 310 | Gun-metal 25 mm nominal bore. |
| 311 | P & F PVC Storage Tank ISI Marked (IS : 12701) indicating the BIS license No), of approved make with cover,25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connectionetc., complete of approved design |
| 312 | 1000 liter capacity |
| 313 | Hoisting Charges for each floor : |
| 314 | For items 2.26.5 to 2.26.8 |
| 315 | Providing and fixing Bitumen Paint Coating over G.I. Pipes Complete as per Specifications. – |
| 316 | 15mm dia nominal bore |
| 317 | 25 mm dia |
| 318 | P & F Square-mouth gully trap `A` grade (IS 651-1992 :marked) of approved make complete with C.I. grating, frame & Cover masonary chamber in C.M. 1:6, 100mm thick C.C. 1:5:10 base concrete, 40mm thick C.C.M-15 grade coping, 12mm thick cement plaster in CM 1:3 complete as per approved design & type. Trap size 150 X 100mm, ferrow cement cover with frame, Internal Chamber size 300 X 300mm. |
| 319 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. |
| 320 | 75 mm dia |
| 321 | 110 mm dia |
| 322 | 160 mm dia |
| 323 | P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: |
| 324 | Coupler (socket) |
| 325 | 75mm dia |
| 326 | 110mm dia |
| 327 | Door tee |
| 328 | 75mm dia |
| 329 | 110mm dia |
| 330 | Bend 45 |
| 331 | 75mm dia |
| 332 | 110mm dia |
| 333 | Bend 87 .5 |
| 334 | 110mm dia |
| 335 | Vent Cowel |
| 336 | 75mm dia |
| 337 | 110mm dia |
| 338 | Pipe clip |
| 339 | 75mm dia |
| 340 | 110mm dia |
| 341 | P trap. |
| 342 | 110 mm dia |
| 343 | Plain Floor Trap |
| 344 | Construction of manhole in all type of soil inner size 90 X 60 Cm. 300 mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring, making channels, 80mm thick stone slab covering with 40mm thick M-15 grade C.C. flooring, Cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead. Depth up to 0.5 M |
| 345 | Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m,10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. Inside size 300 X 300 mm depth upto 0.5 M Cement cover with frame. |
| 346 | Construction of septic Tank in all types of soil with 40 Cm .thick masonry in CM 1:6, 15 Cm thick C.C bed of 1:5:10, M-15 grade C.C flooring & over stone slab covering ,80 mm thick slab ,jointing of slab in CM 1:3. Ralthal, Kharanja, 50 mm thick stone partition walls, 20 mm thick plaster in CM 1:6 finished with neat floating cement, 4 Nos C.I foot rests of approved design ,two No. 450 mm dia each Ferro cement cover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr:- Size 200x100x130 cm.(for 10 users) with 115 mm thick RCC (M-20) slab with Tor steel reinforcement 8mm ϕ @15 cm c/c bothways including shuttering complete in all respect. |
| 347 | P & F M.S. Foot Rests in with C.M.,1:3, standard design in 20mm square M.S. bar 50 mm embedded in wall & 10 cms. projected out complete. |
| 348 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr.:All kinds of soil p 100 SQM |
| 349 | Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 350 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth , consolidating each deposited layer by ramming and watering including lead upto 50Mtr. and lift upto 1.5Mtr. |
| 351 | Add extra for foundations /trenches/ drains for every additional lift of 1.5 Mtr. or par thereof upto 4.5Mtr. depth. All kind of soil. |
| 352 | Diluting and injection Chlorpyriphos Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment and excluding the cost of chemical emulsion) |
| 353 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 354 | Providing & fixing precast cement concrete coping 1:2:4 mix 50 mm thick complete as per specification : --50mm-- |
| 355 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level. Tremo Mechanically treated bars |
| 356 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). Upto plinth |
| 357 | Random rubble dry stone Kharanja under floor. |
| 358 | Brick masonry with F.P.S. bricks of class designation 75 in foundation and plinth with bricks Cement Mortar 1:6 (1-Cement:6-coarse sand). |
| 359 | Add extra for Square or Rectangular Pillars in Superstructre brick work up to five storey |
| 360 | Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.7.5.1 Jhunjhunu / Jalore (Red/Choclate/Black/Pink Colour)(iii) Above 3601 Cm2 Slabs, 15-18mm thick |
| 361 | Kota stone slab flooring 25 mm thick 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) 25 mm thick slab area upto 901 to 2000 Sq.Cm. |
| 362 | Plaster on new surface on walls in cement sand mortar 1:4 including raking of joints etc. complete fine finish: 20 mm thick. External Plaster |
| 363 | Making grooves as per design in plaster 10mm to 20mm wide. |
| 364 | Extra for making Ornamental design like Kangooras Gola etc. as per Jaipur practice in cement plaster L.s. qty-50% |
| 365 | Providing and applying white cement based putty over plastered surface to prepare the surface even and smooth complete . New Plastered Surface (three or more coats |
| 366 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding:New work (two or more coats) over and including scrapping and priming coat with cement primer. qty of external plaster. |
| 367 | M-30, 60 mm thick to be used in non traffic areas like building Premises,monument Premise, land scapes, Public gradens/Park, domestic drives,paths and patios, Embankment slopes, sand stabilization Area etc.(As per table 1 of IS 15658:2006 Category A Denated units to key into each other on four faces zigzag shape as per IRC SP 63:2004 |
| 368 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr.:All kinds of soil |
| 369 | Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 370 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. |
| 371 | Add extra for foundation/trenches/drains for every additional lift of 1.5 Mtr. or part thereof in All kinds of soil |
| 372 | Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand |
| 373 | Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos / Lindane emulsifiable concentrate of 20% |
| 374 | Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment and excluding the cost of chemical emulsion) |
| 375 | 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 376 | Providing & fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification : |
| 377 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. for P.C.C |
| 378 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for: Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. |
| 379 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 380 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix |
| 381 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix |
| 382 | Add extra for providing richer mixes respectively at all floor levels Providing M-25 grade concrete by using min 410 kg of cement per cum instead of M-20 grade design mix. |
| 383 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). Upto plinth |
| 384 | Random rubble dry stone Kharanja under floor. |
| 385 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 386 | Half brick masonry in foundation & plinth using bricks of designation 75 with nominal hoop rainforsed (2 Nos. 6mm MS bar) at every fourth course in for hoop rainforcement 1Sqm. 6mm MS bar 2x2x1.00 = 4.00 Cement mortar 1:4 (1-Cement:4-coarse sand). Service counter wall |
| 387 | Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. Jhunjhunu / Jalore (Red/Choclate/Black/Pink Colour. Above 3601 Cm2 Slabs |
| 388 | Extra for providing edge moulding to 15-18mm thick marble/ Granite stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work. |
| 389 | Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/stone work including necessary holes for pillar taps etc. including rubbing and polishing of cut edges etc. complete |
| 390 | Kota stone slabs 25 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. For area of each slab from 2001 to 5000 Sqcm |
| 391 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : |
| 392 | Providing and fixing 20 mm thick precast terrazo tiles of approved make, with marble chips of size upto 6mm laid over roof with neat cement slurry mixed with pigment to match the shade of the tiles, including cutting ,grinding rubbing with machine complete on 20 mm thick bed of cement sand mortar 1 : 4. On roof |
| 393 | Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to IS : 13753 & IS :15622 of size 200mm x 300mm in walls, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). |
| 394 | Extra for using Marble printed / Granite shade or dark shade tiles instead of white, grey, ivory, fume red brown, light green, light blue and other light shades in glazed tiles and MAT finished tiles. |
| 395 | Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirming to IS : 13755 and IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). In flooring |
| 396 | Extra for using Marble printed / Granite shade or dark shade tiles instead of white, grey, ivory, fume red brown, light green, light blue and other light shades in glazed tiles and MAT finished tiles. |
| 397 | Providing and fixing steel glazed doors windows and ventilator shuttersof standard rolled steel section (IS 1038-1983) joints mitred andwelded with steel lugs 13x3mm, 10cm. long embedded in cementconcrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6graded stone aggregate 20mm nominal size) or with wooden plugsand screws or rawl plugs and screws with fixing clips or with bolts andnuts as required including providing and fixing of plain glass panes4mm thick with cooper glazing clips and special metal sash putty ofapproved make or metal beading with screws complete includingpriming coat of approval steel primer, excluding the cost of metalbeading and other fitting except necessary hinges of pivots steelhandles peg stay etc. as required : Windows side hung /Ventilators top or centre hung (openable) |
| 398 | Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance. |
| 399 | Providing and fixing Square bars or other flat welded to window, ventilatiors etc. |
| 400 | Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal, dehydreresin in glue both sides with approved steel fittings complete as per Annexure ‘A’. 35 mm thick. Commercial veneer both side |
| 401 | Extra for providing external lipping with 2nd class teak wood battens 6 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) Over item no. 8.13. quantity same as of 8.18.2 |
| 402 | Providing and fixing bright finished 100mm mortice lock with 6 levers without pair of handles for aluminium door with necessary screws etc complete (Best make of approved quality) as per direction of Engineer-in-charge. |
| 403 | 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 including filling with CC 1:2:4(M15 grade) complete as directed by Engineer-in-charge : Profile C |
| 404 | Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : |
| 405 | 20 mm thick. |
| 406 | 12 mm thick |
| 407 | 20 mm thick |
| 408 | Ornamental cement plaster in cement sand mortar 1:4, making Kangooras etc. as epr Jaipur practice. L.s. qty-50% |
| 409 | Providing and applying white cement based putty over plastered surface to prepare the surface even and smooth complete (New Plastered Surface (three or more coats). qty of external plaster. |
| 410 | Distempering with 1st quality acrylic washable distemper (ready mixed) of approved manufacturer and of required shade and colour completeincluding all scaffolding as per manufacturer's specification. Two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect. internal plaster |
| 411 | Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: New work (Two or more coats applied @ 3.84 kg/10 sqm). qty of external plaster. |
| 412 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 413 | Grading roof for water proofing treatment with water proffing compound |
| 414 | Providing and fixing 20 mm thick precast terrazo tiles of approved make, with marble chips of size upto 6mm laid over roof with neat cement slurry mixed with pigment to match the shade of the tiles, including cutting ,grinding rubbing with machine complete on 20 mm thick bed of cement sand mortar 1 : 4. |
| 415 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : |
| 416 | P & F Indian type white glazed vitreous china 1st quality W.C. orissa pan (IS :2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor: Size 580x440mm. |
| 417 | P & F European type white glazed vitreous china 1st quality W.C pan (IS : 2556 Mark) with P or S trap including cutting and making good the wall and floor |
| 418 | Solid PVC (ISI marked) grade-I White for EWC. |
| 419 | P & F C.P. lugs for toilet seat cover. |
| 420 | P & F lst quality WVC Urinal (IS:2556 mark) with 25mm dia G.I. waste pipe, dome waste couplings, concealed iron brackets or screws etc complete. Flat Back (small) size 456x355x265mm. |
| 421 | P & F W.V.C. Urinal Partition Plate of approved standard make of size 630x315mm including making good the wall. |
| 422 | P & F Automatic Flushing Cistern of first quality (IS : 774 mark) of approved make fitting, siphon with copper tube, C.I. brackets complete including cutting and making good the wall.WVC (as per IS : 2556) 10 litres. |
| 423 | P & F C.P. brass Urinal Flush pipe set complete with flanged brackets of approved make.For 2 Urinals |
| 424 | P & F WVC wash basin (1st quality, I.S. : 2556 Mark) of approved make with C.I. brackets duly painted, 1 No. 15 mm C.P. Pillar cock (IS : 8934 Mark) & 32 mm C.P. brass waste coupling of approved make, 25 mm G.I. waste pipe complete including cutting & making good the wall.: Size 550 mm x 400 mm |
| 425 | Providing and fixing beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. Size 600 x 450mm x 4 mm thick |
| 426 | P & F jet spary for water closet with C.P. copper tube flange of approved make. |
| 427 | Providing and fixing C.P. flange for 15mm dia taps. |
| 428 | P & F G.I. pipes (Internal Work) with G.I. Fittings excluding union (IS:1239 Mark) & MS clamps including cutting and making good the walls and floors: 25mm dia nominal bore 'B' class |
| 429 | Concealed pipe in wall including painting with anticorrosive bitumen paint. 20mm dia nominal bore 'B' class |
| 430 | P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc. |
| 431 | 25 mm nominal bore 'B'class |
| 432 | 32 mm nominal bore 'B'class |
| 433 | Making connection of G.I. distribution branch with G.I. main including all fitting. Beyond 25mm & upto 100mm dia |
| 434 | P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make: C.P. Brass bib cock,15mm nominal bore. |
| 435 | P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc. C.P. Inlet connection 15 mm Brass (IS:8931 marked) with 45 Cm. long thread and nut. |
| 436 | P & F 15 mm. Dia Connection Pipe of approved quality/make : CP Brass Pipe with CP Brass nuts upto length 300mm. |
| 437 | P/F PVC Storage Tank (IS : 12701 Marked indicating the BIS license No), of approved quality make with cover, 25 mm dia 1M long G.I. over flow pipe & 25 cm. long wash out pipe with plug & socket,including placing on terrace( at all floors),making connection etc.,complete of approved design . 1000 liter capacity |
| 438 | P & F full - way valve (IS : 778 mark) or wheel valve of approved make : Gun Metal 25 mm nominal bore. |
| 439 | P & F Gun-metal Non-return Valve or Check Valve (IS :Make) of approved make, superior quality: 25mm nominal bore. Horizontal |
| 440 | Construction of manhole in all type of soil inner size 90 X 60 Cm. 230 mm thick brick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5 10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring, making channels, 80mm thick stone slab covering with 40mm thick M-15 grade C.C. flooring, Cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead. Depth up to 0.5 M |
| 441 | Add/ deduct extra over item for every additional 0.10m depth, above/ below 0.5 m depth. |
| 442 | Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m 10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-24 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. Inside size 450 x 450mm depth upto 0.5 M Cement cover with frame |
| 443 | Construction of Soakage well in all types of soil of approved drawing, top 90 Cm .Portion in 450mm thick masonry with CM 1:6, 80 mm thick stone slab covering, jointing of slab in CM 1:3 ,Ralthal, kharanja 40mm thick M-15 grade C.C flooring, earth work etc . complete including disposal of surplus earth within a lead of 50 mtr . Inner dia 90 Cm & 10 to 12 Mtr deep. |
| 444 | Construction of septic Tank in all types of soil with 40 Cm .thick masonry in CM 1:6, 24 Cm thick C.C bed of 1:5:10, M-24 grade C.C flooring & over stone slab covering ,80 mm thick slab ,jointing of slab in CM 1:3. Ralthal, Kharanja, 50 mm thick stone partition walls, 20 mm thick plaster in CM 1:6 finished with neat loating cement, 4 Nos C.I foot rests of approved design ,two No. 450 mm dia each Ferro cement cover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr:- Size 200x100x130 cm.(for 10 users) |
| 445 | Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make |
| 446 | 75 mm diameter |
| 447 | 110 mm diameter |
| 448 | Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make |
| 449 | Coupler |
| 450 | 75 mm dia |
| 451 | 110 mm dia |
| 452 | Single Tee without Door |
| 453 | 75 mm dia |
| 454 | 110 mm dia |
| 455 | Single y with Door |
| 456 | 75 mm dia |
| 457 | Single y 110 mm dia |
| 458 | Bend 87.5 Dg. |
| 459 | 75 mm dia |
| 460 | 110 mm dia |
| 461 | Nahni Trap with Jali 4” |
| 462 | 110mm dia |
| 463 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. |
| 464 | 110 mm dia |
| 465 | 160 mm dia |
| 466 | P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: |
| 467 | Pipe clip |
| 468 | 110 mm dia |
| 469 | Vent Cowel |
| 470 | 110mm dia |
| 471 | 110mm dia |
| 472 | P & F M.S. Foot Rests in with C.M.,1:3, standard design in 20mm square M.S. bar 50 mm embedded in wall & 10 cms. projected out complete. |
| 473 | Supplying and fixing Ferro- cement cover with C.I. frame for chambers & man holes of size. 500mm dia 22 Kg.-do-22 MT centre point load (Heavy duty). |
| 474 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 with lead upto 50 m as per MoRTH Specification Clause 305.3 |
| 475 | Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means.For Grading-IV Material |
| 476 | Providing crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a three wheel 80-100 kN static roller as per MoRTH Specification Clause 407 to form a layer of sub-base/base By mix-in-place method With 37.5 mm maximum size of aggregates |
| 477 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a fully automatic computerised batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. |
| 478 | Construction of un-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in fully automatic Computerised Batching Plant compatiable with Printer and Pen Drive and transported to site in transit mixer for having continuous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 with all required equipments (Dowel Bars & Tie Bar will be paid seprately). |
| 479 | Providing and Fixing of Dowel Bars and Tie Bars of Mild Steel confirming to IS : 432 of specified length and diameters as per MoRTH Specification IRC 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with PVC sleeve complete as per drawing, technical specificationand as per direction of the Engineer-in-charge. |
| 480 | Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements andapproved plans Truss and Vertical Support |
| 481 | Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements andapproved plans Aluminium Alloy Plate for Over Head Sign |
| 482 | Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as perdirection of Engineer in charge. |
| 483 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with all lead & lift as per MoRTH Specification Clause 305.3 |
| 484 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr.:All kinds of soil |
| 485 | Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 486 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth , consolidating each deposited layer by ramming and watering including lead upto 50Mtr. and lift upto 1.5Mtr. |
| 487 | Add extra for foundations /trenches/ drains for every additional lift of 1.5 Mtr. or par thereof upto 4.5Mtr. depth. |
| 488 | All kind of soil. |
| 489 | Random rubble dry stone Kharanja under floor. |
| 490 | Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering All up to plinth level IS 456-2000: |
| 491 | 1:2:4 (1Cement :2 Course Sand 4 Graded stone aggregate 20 mm nominal size |
| 492 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix |
| 493 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 494 | Add or deduct for providing richer or leaner mixes respectively. Providing M-25 grade R.C.C. instead of M-20 grade R.C.C. |
| 495 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level. Tremo Mechanically treated bars |
| 496 | Plaster on new surface on wall in cement sand mortar 1:4 including raking of joints etc. complete fine finish : |
| 497 | 20 mm thick. |
| 498 | 12 mm thick |
| 499 | P&F M.S. foot rests in with CM 1:3 standard design in 20mm square MS bar 50mm embedded in wall & 10cm projected out complete. |
| 500 | Supplying and fixing C.I. cover with frame, CI grating for chambers & man holes. |
| 501 | Coal-tarring coats on new work using 0.16 and 0.12 litre of coal tar per Sqm in the first and second coat respectively. |
| 502 | P & F Gun-metal Non-return Valve or Check Valve (IS:Make) of approved make, superior quality : 50 mm nominal bore. Horizontal : |
| 503 | P & F Full-way valve (IS:778 Mark) or wheel valve of approved make : |
| 504 | Gun-metal 25 mm nominal bore. |
| 505 | Gun-metal 50 mm nominal bore. |
| 506 | P & F G.I. Pipes (External work) with G.I. fittings (IS:1239 Mark) including trenching & refilling earth etc. 100 mm dia nominal bore. |
| 507 | P & F Ball Cock (IS:1703 Mark) with Rod & P.V.C. Ball complete : -do- wt. 1200 gm, 50 mm. |
| 508 | Construction of tube-well from ground levels and upto 100 Meter depth and above to accommodate housing and assembly pipe of following sizes in all types of alluvium strata by percussion/ rotary drilling method and with gravel as per IS:4097-1967 and packing as per IS:2800 (Part I -& II) 1979 as amended upto date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes, with supply and wrapping of coir-rope, wherever necessary, for arresting fine sand particles. The work will not include cost of housing pipe and strainer pipe assembly and development work, but work would be completed after obtaining sand free water). 200 mm nominal bore |
| 509 | Development of tube well as per IS specification using suitable compressor to give sand free water for required yield of the gravel packed tube well. |
| 510 | Supply of ERW M.S. black casing pipe ISI marked (IS:4270/1992) of grade Fe410 of following sizes at site of work.Nominal bore of pipe (mm) 200 |
| 511 | Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985.200mm-do-. |
| 512 | S & F tube well cover of M.S.sheet (6mm thick) with nuts and bolts complete for casing size: 200mm dia |
| 513 | Providing & Laying of Polypropylene rope Confirming to IS:5175 for submersible pump of following sizes. complete in all respect. 16mm (suitable above 50mm & up to 75 mm OD pipe) |
| 514 | Providing & Fixing of HDPE pipe Confirming to IS:4984:2021 for water supply suitable for submersible & jet pump with required fittings ie socket, elbows, tee etc. complete in all respect.for vertical installation63 mm OD 6 kg / cm2 |
| 515 | SITC of Radial / mixed flow water and anti-corrosive liquid filled submersible motor pump sets suitable for 100/150mm dia borewell. The size of adopter fixed on top of the motor should exceed the top of coupler , for safegaurd the coupler. The job includes labour part of lowering of riser pipe G.I./ H.D.P.E. with rope, cables & pump, installation of complete fitting and accessories, jointing of electrical cables up to Starter. All labour for testing of submersible pumps set and supply of water to water mains, complete in all respect.100 mm diameter Submersible pump shall have following HP Rating, phase, Head range, Discharge range respectively.5.0 HP, 1-Ø, (56 - 236)Mtr, (90 - 25) LPM Copper wound |
| 516 | SITC of IP 54 OEM Fabricated DOL/Star-Delta Starter panel with switchgear selection as per Type-2 Coordination Chart and made out from 1.6 mm thick powder coated CRCA sheet, enclosure comprising of over load protection relay, short circuit & single phasing protection(for three phase pumps), Illuminated ON / OFF push buttons, ammeter, voltmeter, indicating lamps, 2P/4P MCB etc. suitable for following rating motors complete in all respect. For Three phase Submersible / Mono block pump 3.0 HP to 5.0 HP ( DOL starter ) |
| 517 | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr.:All kinds of soil |
| 518 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. |
| 519 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils |
| 520 | M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). |
| 521 | Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification . |
| 522 | Providing & fixing precast cement concrete coping 1 : 2 : 4 mix 50mm thick complete as per specification : |
| 523 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Sand Mortar 1:6 (1-Cement:6-Sand). |
| 524 | Brick work with mechanised autoclaved flyash lime bricks conforming to IS: 12894 :2002 of class designation 100 in superstructure above plinth level upto floor V level in.Cement Mortar 1:6 (1-Cement:6-coarse sand). |
| 525 | Add extra for Square or Rectangular Pillars in Superstructre brick work up to five storey Upto 45 cm length and all sides are free |
| 526 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished: 20 mm thick. |
| 527 | Finishing walls with Acrylic Smooth exterior paint of required shade including all scaffolding. New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). |
| 528 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide |
| 529 | Extra if square,rectangular hollow tubelar sections are used or grill made by flats only |
| 530 | Add: GST 18% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 14 daysNov 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender