Tender For Construction Of Mainority Boys Hostel (50 Beded) Pahari (Kaman) Bharatpur
Tender Value
2.09 Crore
Estimated cost
Bid Submission
18 Jun 2023
0 days left
EMD
4.18 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
kaman → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Mainority Boys Hostel (50 Beded) Pahari (Kaman) Bharatpur
BOQ
| Sl. No. | Item Description |
| 1 | Part- A : Civil Work |
| 2 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. 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 soil. |
| 3 | 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. |
| 4 | Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand |
| 5 | 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) . |
| 6 | 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 (with graded stone aggregate 20mm nominal size). |
| 7 | Cement Mortar 1:6 ( 1-Cement : 6-Sand).Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: |
| 8 | 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. |
| 9 | Providing and laying in position specified grade ofcement concrete forall 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 |
| 10 | 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. (\"Original producers\" who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) |
| 11 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for :Columns, pillars, posts and struts etc. |
| 12 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for :Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. |
| 13 | Providing and laying in position Ready mix concrete manufactured in fullyautomatic Batching Plant andtransported to site intransit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement 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. All works upto floor V floor M20 grade Design Mix by using cementas per codal provision.Providing M-25 grade concrete by usingcement as per codal provision instead ofM-20 grade design mix. |
| 14 | Providing and laying in position specified grade ofcement 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 reinforcementfor Arches, arch ribs, domes, vaults, shells, folded plate, chimneys, shafts , roofs having slope more than 15º ,vertical and horizontal fins individually or forming box louvers, facias and eaves boards M20 grade Nominal Mix / Design Mix Providing M-25 grade concrete by usingcement as per codal provision instead ofM-20 grade design mix. |
| 15 | 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. (\"Original producers\" who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 16 | 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) |
| 17 | Half brick masonry in Superstructure , above plinth level upto floor Vlevelusing bricks of designation 75 Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 18 | 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. |
| 19 | Random rubble dry stone Kharanja under floor. |
| 20 | Ground Floor:P & F 1st qualityHeavy Duty Vitrified Polished Digital tiles on floor, skirting and steps etc.in different sizes (thickness minimum 10mm) with water absortion less than or equal 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1: 4 including grounting the joints with white cement and matching pigment etc complete.Size 600mm x 600mm |
| 21 | FF ::P & F 1st qualityHeavy Duty Vitrified Polished Digital tiles on floor, skirting and steps etc.in different sizes (thickness minimum 10mm) with water absortion less than or equal 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1: 4 including grounting the joints with white cement and matching pigment etc complete.Size 600mm x 600mm |
| 22 | SF ::P & F 1st qualityHeavy Duty Vitrified Polished Digital tiles on floor, skirting and steps etc.in different sizes (thickness minimum 10mm) with water absortion less than or equal 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1: 4 including grounting the joints with white cement and matching pigment etc complete.Size 600mm x 600mm |
| 23 | Kota stone slab flooring 25 mm thick over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4 coarse sand) For area of each slab from 901 to 2000 Sq.Cm : |
| 24 | 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)1501 Cm2 to 3600 Cm2 Tiles |
| 25 | Providing and fixing 1st quality MAT & GLOSSY finished ceramic tile confirmingto 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).Size 600mm x 600mm |
| 26 | Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades ceramic glazed vitrified tiles with water absortion less than or equal to 0.08% confirming to IS:13753 & IS : 15622 on walls, 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).Size 600mm x 1200mm |
| 27 | 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. |
| 28 | Providing and fixing Square bars or other flat welded to window, ventilatiors etc. |
| 29 | Providing and fixing pressed steel door frames confirming to IS 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applyinga 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 |
| 30 | Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesinin glue both sides with approved steel fittings complete as per annexure \"A\":35 mm thick . |
| 31 | Plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish :12mm thick |
| 32 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :20mm thick. |
| 33 | 6 mm thick cement plaster to ceiling of mix1:3 (1cement : 3-fine sand) |
| 34 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete |
| 35 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding:Newwork(twoormorecoats)overandincludingscrappingandprimingcoatwithcement primer. |
| 36 | Painting with synthetic enamel paint of approved brand and manufacture togive an even shade : Two or more coats on new work |
| 37 | Making grooves as per design in plaster 10mm to 20mm wide.Making of drip course (Tapka) in cement sand mortar 1:6 width upto 40 mmand 10 mm thick as per approved design |
| 38 | Supply and fixing in cement mortar welded hand railing made out of MS round or square bars, flats etc. for staircase or verandah as per design complete in all respect (wooden or PVC hand railing to be paid extra) with priming coat of red oxide. |
| 39 | Providing&fixingprecastcementconcretecoping1:2:4mix50mmthickcompleteas per specification. |
| 40 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting offollowing 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.(c) After two days of proper curing applying a second coat of cement slurry admixed with proprietary water proofing compound conforming to IS : 2645. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix1:4 (1 cement :4 coarse sand) admixed with proprietary water proofing compound conforming to IS : 2645and finally finishing the surface with trowel with neat cement slurry and making of 300x300xmm square (e)The whole terrace so finished shall be flooded with water fora minimum period of two weeks for curing and for final test.All above operations to be done in order and as directed and specified by the Engineer-in-Charge.With average thickness of 120mm and minimumthickness at khurra as65 mm. |
| 41 | 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 (Three or more coats) |
| 42 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 10mm and down gauge) includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : |
| 43 | Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles includingrubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand)Medium shade using approximately 50% white cement and 50% ordinary cement. |
| 44 | Providing and fixing steel glazed window frame made out of 80x40 mm hollow sheet section of 16 gauge thickness, joint mitred weldedand grinded including hold fast of steel lugs 13mm x 3mm and 15 Cm long embedded in C Cblock 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 framefor paitam fixing float glass 4mm thickpanes with glazing clips and metal sash putty andfixing 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 –chargeWindow openable. |
| 45 | Providing and fixing curtain rods of 1.25 mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever necessary complete:20 mm |
| 46 | Part B Sanitary work |
| 47 | P & F White Vitreous China Double Syphonic European W.C. (I.S:2556Mark) with mounted W.V.C. flushing cistern of (IS : 2556 Mark) of 10 litre capacity complete with all necessary internal fittings including cutting and making good the wall and floor. |
| 48 | P & F water closet Seat Covers with brass hinges complete :Solid PVC (IS 2548 marked) grade-I colouredfor EWC. |
| 49 | P & F Jet spray for water closet with C.P. Copper Tube flange of approved make. |
| 50 | 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 630 mm x 500 mm dia for counter top |
| 51 | P & F Bevelled edge Mirror/mirror with teak wood lipping around of special glass of approved make (Atul, Modi Guard, Saint Gobin or equivalent) complete with 6mm thick commercial ply base fixed to wooden screws & washers.Size 600 x 450mm x 4 mm thick |
| 52 | P & F Towel Rail or Ring of approved quality/make: C.P. brass Towel Rail elbow type with concealed screws size 450mm (Heavy duty). |
| 53 | P & F Soap Dish or Tray of approved quality/make C.P. brass heavy and superior quality. |
| 54 | P & F Grating of approved quality/make:Stainless Steel Sheet size 125mm dia. Heavy Quality of approved make |
| 55 | Providing and fixing Polyethylene - Aluminimum - Polyethylene (PE-AL-PE) Composite Pressure Pipes as per 15450 : 2004 U.V. stablised with carbon black having thermal stabillity for hot and cold water supply with all compression type composite internal seal fittings (e.g. elbows, tees, reducers, couplers connectors etc.) including trenching & refilling the same etc. (External work) |
| 56 | 1216 (16mm OD) pipe |
| 57 | 2025 (25mm OD) pipe |
| 58 | 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: |
| 59 | 15 mm dia nominal boreB class |
| 60 | 25mm dia nominal boreB class |
| 61 | P & F G.I. Pipes (External Work) with G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc. |
| 62 | 15mm dia nominal bore B class |
| 63 | 25mm dia nominal boreB class |
| 64 | P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make:C.P. Brass bib cock,15mm nominal bore. |
| 65 | 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 610x400x80 |
| 66 | P & F Flush Cock / Flush Valve (IS : 9758 Mark) For WC of approved quality make. CP brass push type concealed 25mm nominal bore. |
| 67 | 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) |
| 68 | P & F 15mm. Dia Connection Pipe of approved quality/make : PVC pipe with C.P. Brass nuts upto length 300mm |
| 69 | P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : |
| 70 | Gun-metal 15mm nominal bore. |
| 71 | Gun-metal 25mm nominal bore. |
| 72 | P&F Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm.Makrana II quality marble having light spots |
| 73 | P & F PVC Storage Tank ISI Marked (IS : 12701) indicating theBIS 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 connection etc., complete of approved desig |
| 74 | 1000Lt Capacity |
| 75 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant.160mm dia |
| 76 | P & F rigid pvc pipe fittings (IS : 4985 mark) of approved quality / make including joining the pipe with solvent cement rubber ring and lubricant : |
| 77 | Coupler (Socket) |
| 78 | Plain Tee |
| 79 | Bend 87.5 |
| 80 | Pipe Clip |
| 81 | 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 |
| 82 | 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 450 x 450mm depth upto0.5 M Cement cover with frame |
| 83 | Construction of soakage well in all type of soil with 300 mm thick dry masonry, top and bottom 300 mm course in CM 1:6, 80mm thick stone slab, jointing of slab in CM 1 : 3, Ralthal, Kharanja, 40 mm thick M-15 grade C.C flooring , earthwork complete as per approved drawing including disposal of earth within a lead of 50 mtr.:Size 300 Cm. dia outside & 300 Cm. depth . |
| 84 | 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 cementcover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr:- Size 400 x140x150 cm.(for 50 users) |
| 85 | 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 |
| 86 | 75 mm dia |
| 87 | 110 mm dia |
| 88 | Part C Boundary Wall work |
| 89 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5 Mtr. Including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 Mtr. All Kind of Soil |
| 90 | Providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering.M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). |
| 91 | 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 |
| 92 | Providing&fixingprecastcementconcretecoping1:2:4mix50mmthickcompleteas per specification. |
| 93 | 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. |
| 94 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:5 ( 1-Cement : 5-Sand). |
| 95 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for : |
| 96 | 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 excluding the cost of centering, shuttering and reinforcement. M25 grade Design MixSuspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. |
| 97 | roviding 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. (\"Original producers\" who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786) Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 98 | 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 : 4 (1 cement : 4 coarse sand) |
| 99 | Plaster on new surface on boundry wall in cement sand mortar 1:3 including raking of joints etc. complete fine finish : 20mm thick |
| 100 | Providing and fixing cow catcher made of R.S. joist angles channels MS rounds including cutting welding and fabrication with priming coat of red oxide (as per design). |
| 101 | Part D Road work |
| 102 | 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 |
| 103 | Granular sub-base with Well Gradedmaterial 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 III Material |
| 104 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel 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 2as per MORTHSpecification Clause 404.By Mechanical Means |
| 105 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MORTH Specification Clause 502 |
| 106 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MORTH Specification Clause 503. |
| 107 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MORTH Specification Clause 510.Case - IIBy Mechanical MeansBitumen (VG-10) |
| 108 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MORTH Specification Clause 511 By Mechanical MeansCase - II:Type B Bitumen (VG-10) |
| 109 | Part E Water Harvesting work |
| 110 | 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 |
| 111 | Brick masonry in foundation and plinth with bricks of class designation 75 in :Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 112 | Plaster on new surface on walls in cement sand mortar 1:6 including rackingofjointsetc. complete fine finish 20mm thick. |
| 113 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete.75mmthickwith20mmthicknominalsizeaggregate. |
| 114 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor three level for Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. |
| 115 | Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor three 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 reinforcementfor Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M25 grade Design Mix |
| 116 | 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. Thermo-mechanically Treated bars (Conforming of relevent IS code) |
| 117 | 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. |
| 118 | P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant. 160 mm dia. |
| 119 | Supplying and fixing Ferro- cement cover with C.I. frame for chambers & man holes of size. Rectangular shape 600 x 450 mm, to withstand 3 MT center point load & minimum unfractured load of 1 MT. (Light duty). |
| 120 | Construction oftubewell up to 100m depth and above to accomodate housing and assembly pipe in all types of alluvium strata by rotay drilling method with \"code of practice for construction and testing of tubewells (IS:2800 (Part-II) : 1991 and IS:2800 (Part-II) :1979 both amended up to date) with supply of bail plug if necessary.The work will not include cost of housing pipe and strainer pipe assembly cost, gravel and development work. Work would be deemedcompleted only after obtaining sound free water during pumping. 150 mm nominal bore. |
| 121 | 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. 150 mm Nominal Bore. |
| 122 | Supply of ERW M.S. black casing pipe ISI marked (IS:4270/1992) of grade Fe410 of following sizes at site of work. 150mmNominal bore of pipe. |
| 123 | Supply & lowering air line of 25mm dia, G.I. pipe \"B\" class having perforation 3 to 5mm size all arrow of G.I. pipe in Zig-Zag fashion & making air vent at top including the cost of Tee-Nipples, Elbow, Socket etc. |
| 124 | Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids: |
| 125 | Size 9 to 12 mm. |
| 126 | Size 3 to 5 mm |
| 127 | Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, without deduction of voids. |
| 128 | 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. Inner size 450 x 450mm depth upto 0.5 M Cement cover with frame. |
| 129 | Part F Tube well work |
| 130 | Construction of Tube-well upto 100 Meter depth and above in all type of rocks by DTH system and over burden, to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes, but excluding cost of casingpipes as per IS : 2800 (Part I & II) 1979 specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe 200 mm dia Nominal bore. |
| 131 | DevelopmentoftubewellasperISspecificationusingsuitablecompressortogivesandfreewaterforrequiredyieldofthegravelpackedtubewell. |
| 132 | Supply of ERW M.S. black casing pipe ISI marked (IS:4270/1992) of grade Fe410 of following sizes at site of work 200Nominal bore of pipe (mm) |
| 133 | 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 200 mm Nominal Bore. |
| 134 | S & F tube well cover ofM.S.sheet (6mm thick) with nuts and bolts complete for casing size 200mm dia. |
| 135 | S & F M.S. clamp, set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. |
| 136 | Providing & lowering of G.I. Pipes, flange pipe including rubber washer and nuts of8 mm dia complete in all respect I.S.I. Make B Class 50mm dia. |
| 137 | Providing laying ISI marked P.V.C. insulated submersible cable confirming to IS : 694 with flexible copper conductor including making connection etc. as required 6.0 Sq.mm 3 Core Flat. Group- I |
| 138 | Providing of synthetic rope for submersible pump ISI marked (IS : 5175) of following sizes 20mm (suitable for 90mm OD Pipe). Group- I |
| 139 | SITC of Single Stage, water cooled, High Speed (2880 RPM),Horizontal, Centrifugal, Openwell Submersible pumps set pre filledwith coolent water and fitted with mechanical seal - T/C Vs T/C,Thrust bearing shall be of carbon + S.S.The stator body of single phase pump shall be of SS and rest of all shall be of cast iron. Allcasting parts should be cathod electro deposition (CED) coated and other construction material should be confirming to IS :14220:2018 . The overall performance of pump shall confirm to BEE energy efficiency level of 3 star. Valid BEE certificate from OEM must be submitted for the same. Motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008, & IS12615:2011, including making connection etc as required complete in allrespect. OEM shall have submit NABL / CPRI / ERDA accrediated lab type test certificate before execution. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \"A\" attached with this BSR suitable for T.W./ D.C.B./ Open well. The job includes lowering of riser pipe, G.I./ H.D.P.E. Pipe with rope, cables, installation of complete fitting and accessories, jointing of electrical cables upto switch board. All labour for testing of submersible pumps set and supply of water to water mains, complete in all respect 100mm diameter Submersible pump shall have following HP Rating, Phase, Head minimum Discharge respectively 5HP, 3, (55-150) mtr, (166-60) LPM. Group- I 5.0 HP, 3-Ø, (14 -28) Mtr, (995-500) LPM |
| 140 | Supply and Fixing of oil/Air Break Starter Panel made out of sheet steel powder coated enclosure Comprising of over load protection relay, short circuit & single phasing protection, ON/OFF pushButtons,ammeter,Voltameter,Indicating Lamps etc. Complete in all respect Suitable for Following rating motors. For single Phase Submersible/monoblock pump 0.5 HP To 3 HP |
AI Tender Summary
Tender Timeline
May 31, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJun 18, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 19, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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