Tender For Construction Of 50 Bedded Hostel For Residential Upgraded High School Sundarpahari At Sundarpahari, Dangapara District Godda.
Tender Value
2.68 Crore
Estimated cost
Bid Submission
28 Sep 2026
8 days left
EMD
5.38 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Godda → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of 50 Bedded Hostel For Residential Upgraded High School Sundarpahari At Sundarpahari, Dangapara District Godda.
BOQ
| Sl. No. | Item Description |
| 1 | GEM-SHRINATHJEE Metal bed with Headboard and Footboard of color BlackSHRINATHJEE(Metal Beds)R |
| 2 | GEM -NP NATIONAL Chair for Preschoolmade up of Virgin PolypropyleneNP NATIONAL(National Plastic Chair) |
| 3 | GEM - KALYANI METALPRODUCTS Modular Table with Particle Board Table Top and MetalUnderstructureKALYANI METAL PRODUCTS(KMP-MT-50) |
| 4 | GEM -TOUGHERGO Softboard core material type of 1200x 2400 mm Pin Up Notice Board Without front cover |
| 5 | GEM - PERFICIENT Storage Type Water Cooler 80 LPH Cooling CapacityPERFICIENT(PERFICIENT 120 SS) |
| 6 | GEM - Scasa decor Stainless Steel Rectangular Dining Tablewith C3431E fi xed Chair |
| 7 | PALEX Portable Fire Extinguishersas per IS 15683 (2018) LowPressure Extinguisher (ServicePressure ≤19 bar) Foam Based (asper IS 4989) Class -APALEX(PSS_AFFF_9Litr)R |
| 8 | GST @ 18% |
| 9 | Labour cess @ 1% |
| 10 | Earthwork in excavation in foundation trenches in ordinary soil (vide classfication of soil item - A) and disposal of excavated earth a obtained to a distance up to 50M including all lifts with leveling ramming the foundation trenches removing roots of trees shurbs all complete as per approved design and per building specification and direction of E/I. |
| 11 | Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B) |
| 12 | Earth filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenched with a lead of 50mm and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume). |
| 13 | Filling in foundation trenches and plinth in layers. Not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I (Mode of measurement compacted volume) |
| 14 | Providing coarse clean sand in filling in foundation trenches or plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts includng cost of all materials, Labour, rotalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume). |
| 15 | Providing designation 75B one Brick Flat Soling joints with local sand including cost of watering taxes royalty all complete as per building specification & direction of E/I. |
| 16 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 17 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 18 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mmnominal si |
| 19 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 20 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size) |
| 21 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 22 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth. |
| 23 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size). |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete |
| 25 | Centering and shuttering including strutting, propping etc. and removal of form for : Columns, Pillars, Piers, Abutments, Posts and Struts |
| 26 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 27 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform |
| 28 | Centering and shuttering including strutting, propping etc. and removal of form for :Stairs, (excluding landings) except spiral-staircases |
| 29 | Centering and shuttering including strutting, propping etc. and removal of form for: Shelves (Cast in situ) |
| 30 | Centering and shuttering including strutting, propping etc. and removal of form for: Weather shade, Chajjas, corbels etc., including edges |
| 31 | Providing and mixing liquid integral water proofing compound in conctrete of plaster as manufacturer specification and as per direction of engineer in charge. Brand. Sika plastocrate plus, MYK proff WP 10, Fosroc-Conplast x 4211C, Dr.Fixit, Pidiproff LW+ or Equivalent |
| 32 | Providing Toe steel reinforcement of 8mm dia to 32mm dia rods as approved design and drawing excluding carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification 8mm dia (30 % of total reinforcement) |
| 33 | 10mm dia (15 % of total reinforcement) |
| 34 | 12mm dia (10 % of total reinforcement) |
| 35 | 16mm dia (25 % of total reinforcement) |
| 36 | 20mm dia (20% of total reinforcement) |
| 37 | Providing designation 75 B brick work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l. |
| 38 | Providing designation 100A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9\\" x 4.5\\" x 3\\") in C.M. (1:6) in superstructure with approved quality of clean sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 39 | Providing designation 112mm thick reinforced designation 100A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9\\" x 4.5\\" x 3\\") in C.M. (1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including the cost of screening, carraige of materials, scaffolding, raking out joints to 15mm depth, curing, taxes and royalty (but excluding the cost of reinforced) all complete as per building specification direction of E/I. |
| 40 | Extra brick work for each consecutive floor above first floor including watering and scaffolding all complete as per direction of E/I |
| 41 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. |
| 42 | Providing 12mm thick cement plaster (1:6) with clean coarse sand of F.M. 1.5 and including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I |
| 43 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofingtreatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs,podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc.,prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) forvertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontalsurfaces and applying the same from negative (internal) side with the help of syntheticfiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e byreducing permeability of concrete by more than 90% compared with control concrete as perDIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurryshall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carriedout all complete as per specification and the direction of the engineer-in-charge. The productperformance shall carry guarantee for 10 years against any leakage. For vertical surface two coats @ 0.70 kg per sqm per coat |
| 44 | Providing 6 mm thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification and direction of E/I. |
| 45 | Extra of plaster work over exterior surface for each consecutive floor above above first floor including cost of scaffolding etc. All complete as per direction of E/I. |
| 46 | Making 6X6mm grooves in plaster surface over walls truely horizontal or vertical as specified at regular intervals, at all heights including cleaning, finishing, scaffolding and curring with all leads and lift of water all complete as per building specification and direction of E/I. |
| 47 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface toprepare the surface even and smooth complete |
| 48 | Providing two coats of oil bound distemper of approved shade and make over a coat of cement primer over new surface including preparing the plastered surface by the rubbing smooth with pumice stone or fine sand paper applying putty wherever required scaffolding washing of floors and taxes all complete as per building specification and direction of E/I. |
| 49 | Providing & Applying high quality acrylic modified resin based texture of Dholpur/Red sandstone Pattern with anti algae and UV resistance properties to be applied as intermediate finishin desired pattern @ 43.04 kg/10 sqm to form film of 1- 1.5 mm thickness after scrapping andproperly cleaning the surface to remove loose particles from the plaster surface, followed bytop coating with Premium Acrylic Smooth exterior paint with Silicone additives of requiredshade by two or more coats @ 1.43 litre/10 sqm, complete as the direction of Engineer -inCharge. |
| 50 | Providing and laying 25mm thick white makrana marble stone slab flooring of approved quality over 19mm thick base of lime mortar (1:1:1) (Lime putty: surkhi: coarse sand) laid and joined with white cement slurry including rubbing and polishing to granolithic finish with approved quality of carborandum stone including cost of curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 51 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified bythe manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such asWhite, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints withwhite cement and matching pigment etc., complete. |
| 52 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 53 | For StairProviding and laying vitrified floor tiles for step of stair in with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete step tiles & have bullnose, Anti and self embossed line. Size of Tile 1200x300 mmx15 mm |
| 54 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished,machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations ofrequired size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxytouch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. |
| 55 | Providing edge moulding to 18 mm thick marble 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 |
| 56 | Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercialmild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required anglethreshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded orrigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortarguards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primerafter pre-treatment of the surface as directed by Engineer-in-charge: Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) |
| 57 | Supplying, fitting & fixing 35mm thick solid core type non-decorative single leaf flush shutters in doors and windows with black board core blended with high quality phenol formal dehyde synthetic resin both side commercial veneeres of standard makew with oxidised iron fittings such as hinges, tower bolts, handle, cleats and sand blocks and taxes all complete as per building specification and direction of E/I. |
| 58 | Supplying, fitting and fixing 20mm thick solid core type non-decorative double leaf flush shutters in cup boards with black board core blended with high quality phenol formal dehyde synthetic resine both side commercial veneered of standard make with oxidised iron fittings such as hinges, towerbolts, handle, cleat and sand blocks and taxes all complete as per building specification and direction of E/I. |
| 59 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm,made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm longbrackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mmM.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame.The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as permanufacturer’s specification and direction of Engineer- in-Charge. |
| 60 | Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S.frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shallbe flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mmwide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the innerside to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mmshall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side ofthe panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail &bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed tothe styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, andjoined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to bestuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction ofEngineer-in-charge, manufacturer's specification & drawing. |
| 61 | Supplying, fitting & fixing M.S. Grill made of 20x6mm flat as per approved design and drawing aproperly fabricated with joints continuous fitted, welded and finished smooth, hoisting as per building specification and direction of E/I. |
| 62 | Casement window double panels with French (False) Mullion with S.S. 304 friction hinges asper size and weight of sash, multi-point locking system, zinc alloy (zamak) powder coatedhandles.Using R2 series with frame (39mm & above) x (39mm & above) & sash (39mm & above) x(60mm & above) & French (False) mullion (39mm & above) x (60mm & above). (Height upto1.8 metre) |
| 63 | Ventilator Casement window single panel with or without fixed panel with S.S. 304 frictionhinges as per size and weight of sash, single point locking zinc alloy (zamak) powder coatedhandles.Using R1 series with frame (33mm & above ) x (35mm & above) & sash /mullion (33mm &above) x (50 mm & above). (Height upto 0.90 metre). |
| 64 | Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per direction of Engineer-in-Charge. Polyester powder coated minimum thickness 50 micron aluminium tubular handle bar |
| 65 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. Twin rubber stopper |
| 66 | Prividing French spirit polishing over new wooden surface to give desired texture and gloss with apporoved make and shade of ready mixed french polish including preparing the surface sfter cleaning removing dirt |
| 67 | Supplying, fitting and fixing collapsible gate of approved size and make properly fabricated with vertical double channels 20 x 10 x 2mm at 100mm centers and braced with M.S. flat diagonals 20 x 3mm with top and bottom rails of T.iron 40 x 40 x 6mm with 38mm dia steel pulleys complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of red lead paint, car riage, hoisting and taxes all complete as per building specification and direction of E/I. |
| 68 | Supplying, fitting and fixing M.S. grill gate with M.S. grill made of 20X6mm M.S. flats or 16mm M.S. square bars fitted on 25X25X6mm M.S. Angle frame of size 60X60X6mm. Including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.C.C. (1:2:4) blocks of required size applying a priming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I. |
| 69 | Providing primer one coat of red lead paint of approved make over steel surface including preparing the surface after cleaning removing dirt, scales, grease and sand papering, including cost of scaffolding etc. all complete as per building specification direction of E/I. |
| 70 | Providing 2 coats of Synthetic Enamel Paint of approved shade and make over steel surface grills & railings including cleaning the surface thoroughly scaffolding and taxes all complete as per building specification and direction of E/I. |
| 71 | Water proofing for Old and New Roof Slab :- Providing and laying water proofing treatment on roof slab by applying two Component, factory designed ready to use, acrylic modified flexible material applied with brush, roller or spray for water proofing coating as per manufacturer specifications with following steps :- (a) Surface preparation :-Providing and cleaning of concrete surface to remove dust, oil, grease including removal of existing loose paint / coating, and cement laitance by cleaning with compressed air & water jel including all materials, labour, tools complete. Ponding test to be done after plugging all outlets and to be checked from soffit to identify seepage, leakage. On identification of seepage, cement grouting to be done with non shrink expanding admixture of Sika lndia Pvt.Ltd. / MYK Schomberg / Dr Fixit/Fosroc or equivalent. Providing and reparing of all corners and joints such as those between the parapet wall and the roof slab etc shall be chamfered with '150mm X '150 mm fillet of mortar (Cement: sand - 1:4) admixed with acrylic polymer of Sika/ Fosroc/MYK Schomberg/Dr Fixit or equivalent. Before chamfering a prime coat shall be given with the slurry of acrylic polymer Repairing surface irregularities, damaged concretein base slab, dead cracks if any, with an acrylic polymer modilied repair mortar including a coat of bonding agent of the same with cement slurry including all material, labour, tools complete. |
| 72 | Covering of treated surface wrth PCC :- Providing 25 mm thick Cement Concrete M20 (1:1.5:3) maintaining slope in alternate 2 mt x 2 mt panels with aaproved quality of stone chips of 20 mm to 6 mm size graded and cleaned sand of F M 2.5 io 3 including screening,shuttering, and mixing cement concrete in mixer with admixture of integral water proofing and placing in position, striking curing,taxes and royality all complete as per building specification and direction of E/l. Panels that has been left should be casted next day.- There should be 6 mm gap between Panels. Brand- Sika_Plastocrate plus,MYK proof WP10, Fosroc- Conplast X421 ic , Dr Fixit Pidiproof LW+ |
| 73 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., byapplying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound@ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cementcompound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed withwater curing for 48 hours.The rate includes preparation of surface, treatment and sealing of all joints, corners, junctionsof pipes and masonry with polymer mixed slurry. |
| 74 | Providing & fixing on wall face unplasticised rigid PVC rain water pipes conforming to IS 13592 Type A including jointing with seal ring conforming to IS 5382 leaving 10mm gap for thermal expansion. Single socketed pipes. 110mm dia |
| 75 | Providing & fixing on wall face unplasticised- PVC moulded fittings/accessories for unplasticised - Rigid PVC rain water pipes conforming to IS 13592 Type A including jointing with seal ring conforming to IS 5382 leaving 10mm gap for thermal expansion Bend -110 mm |
| 76 | Coupler -110 mm |
| 77 | Shoe - 110mm |
| 78 | Providing and fixing unplasticised - PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plgs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. |
| 79 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete |
| 80 | Providing 250mm. wide brick drain in cement mortar (1:6) with av. 150mm clear depth and 250mm apron including cost of eartwork involved with 75mm cement concrete (1:4:3) over one brick designation 75A flat soling in proper grade and slope at the base the drain duly plastered in C.M. (1:3) with punning over exposed surface all complete as per building specification and direction of E/I. |
| 81 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp of internal dia 140mm, 73mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3mmdia. round headed screws, one lock at the corners. Clamp shall be made of 12mm dia M.S. bar bent to shape as per standard drawing. |
| 82 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, platesetc., 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 therailing 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 arrangementas per approval of Engineer-in-charge, (for payment purpose only weight of stainless steelmembers shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) |
| 83 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panelcladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised withserrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. |
| 84 | Cement |
| 85 | Steel |
| 86 | Stone Chips |
| 87 | Red Brick |
| 88 | Fly Brick |
| 89 | Point wiring in PVC conduit, with modular type switch:-Wiring for light point/fan point/exaust fan point / callbellpoint with 1.5sq.mm FRPVC insulated copper conductor single core cable in surface/recrssed PVC conduit,with modular type switch, modular plate, suitable size G.I. box etc.as required. Group B |
| 90 | Group C |
| 91 | Twin Control Point wiring in PVC conduit, with modular type switch:-Wiring for Twin control light point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit, 2 way modular type switch,modular plate, sutiable size G.I box etc as requried. |
| 92 | Circuit /sub main wiring in PVC conduit :-Wiring for circuit / sub main wiring along with earth wire with the following size PVC insulated copper conductor ,single core cable in surface /recessed PVC conduit as requried. 2x1.5 sq.mm + 1x1.5 sq.mm earth wire |
| 93 | 2x2.5 sq.mm + 1x2.5 sq.mm earth wire |
| 94 | 2x4.0 sq.mm + 1x4.5 sq.mm earth wire |
| 95 | 2x10 sq.mm + 1x10 sq.mm earth wire |
| 96 | S/V PVC/ G.I. boxes :- Supplying and fixing PVC/G.I box of following sizes on surface or in recessed with sutiable size of phenolic laminated sheet cover infront including painting etc as requried. 75 mm x 75 mm x 50 mm deep / (4\\" x 4\\" ) |
| 97 | 72 mm x 146 mm x 48 mm deep / (4\\" x 7\\" ) |
| 98 | 210 mm x 206 mm x 48 mm deep / (10\\" x 12\\" ) |
| 99 | Bulk head fitting with 9/10 Watt CFL/LED |
| 100 | S/F celling rose :- Supplying and fixing 2 pin 5 amp. Celling rose on the existing junction box/ wooen block including connection etc. as requried. (Tube+Fan) |
| 101 | S/F Batten holder :-Supplying and fixing battrn / angle holder including connection etc as requried. (Tube only) |
| 102 | 15/16 Watt LED BULB |
| 103 | 10/12 . Watt LED tube LIGHT |
| 104 | 20/22 Watt LED tube LIGHT |
| 105 | ITC fluorescent fitting directly on surface :-Intallation testing and commissioning of pre wired fluorescent TUBE fitting / compact fluorescent fitting of all types, complete with all accessories and tube etc. directly on celling / wall including connection with 1.5 sq. mm. FR PVC insulated copper conduit as requried. |
| 106 | 1200MM (48\\")Ceiling Fan |
| 107 | ITC celling fan :- Installation, testing and commissioning of celling fan, including wiring the down rods of standerd leanth (upto 30 mm) with 1.5 sq.mm FR PVC insulated copper conductor single core cable etc. as requried. |
| 108 | S/F Modular type Electronic Fan Regulator-Supplying and fixing following modular type lectronic Fan Regulator- on the existing modular plate and switch box including connection but exculiding modular plate etc.as requried. |
| 109 | 9\\" (230mm) metal exaust fan |
| 110 | 12\\" (300MM) metal exaust fan |
| 111 | ITC Exhaust fan upto 450 mm. sweep:-Installation of exhaust fan upto 450 mm. sweep in the existing opening, including making the holeto suit the size of the above fan, making good the damage, connection, testing, commissioning etc as required. |
| 112 | S/F Modular type switch / socket :-Supplying and fixing following modular type switch /socket on the existing modular plate and switch box including connection but exculiding modular plate etc.as requried. 5/6 amps, one way switch |
| 113 | 5/6 amps, 3 pin socket outlet |
| 114 | S/F power plug point with modular type accessories :- Supplying and fixing sutiable size G.I. box with modular plate cover in front on surface or in recessed including providing and fixing 6 pin , 15/16 amps modular socket outlet and 15/16 amps modular switch connection , painting etc, as requried. |
| 115 | S/F rewireable double pole / TP&N switch disconnector:-Providing and fixing following capacity doble pole / TP&N sheet metal switch disconnector fuse unit in existing metal board with rewireable type fuses, including drilling holes in metal board, making connections, etc as requried. 32 amps, double pole |
| 116 | 63 amps, double pole |
| 117 | 32 amps, TP&N |
| 118 | S/F 'C' serise, MCB:-Suppling and fixing ,240 volts \\"C\\"serise miniature circuit breaker suitable for inductive loads of follong poles in the existing MCB DB complete with connections, testing and commisioning etc. as required . 6/32 amps, Single pole |
| 119 | S/F S.P. MCB DB :Supplying and fixing following way single pole nutral , sheet, MCB dstribution board , 240 volts ,on surface/recess, complete with tinned copper busbar,nutralbusbar, earth bar,din bar, detachable gland plate,interconnection, phosphate and powder painted including earthing etc.as required.(But without MCB/RCCB/Isolator) 4way,Single door |
| 120 | 6way,single door |
| 121 | 8 way , single door |
| 122 | 4way, Double door |
| 123 | 16way,Double door |
| 124 | S/F Modular type blanking plate :-Supplying and fixing modular blanking plate on the existing modular plate and switch box exculiding modular plate etc.as requried. |
| 125 | S/F SP MCB blanking plate :-Suppling and fixing Single pole blanking plate inexisting MCB DB complete etc. as required . |
| 126 | S/F HRC fuse type TP&N switch disconnector:-Providing and fixing following capacity doble pole / TP&N sheet metal switch disconnector fuse unit in existing metal board, with ISI marked HRC fuses, including drilling holes in metal board, making connections, etc as requried. 400 amps, TP&N, HRC |
| 127 | S/F Panel montude change over:-Providing and fixing following capacity 4 pole panel mounted change over switches in existing cubcile panel board, making connection earthing the body etc as requried. 400 amps, 4 pole |
| 128 | S/F Busbar chamber :-Providing and fixing following capacity busbar chamber with 4 strips of sutiable size made of copper, heavy duty, complete with all accessories including connections, earthing the body, etc as requried. 400 amps |
| 129 | 200 amps, TP&N, HRC |
| 130 | S/F S.P. MCB DB :-Supplying and fixing following way single pole nutral , sheet, MCB dstribution board , 240 volts ,on surface/recess, complete with tinned copper busbar,nutralbusbar, earth bar,din bar, detachable gland plate,interconnection, phosphatize and powder painted inculiding earthing etc.as required.(But without MCB/RCCB/Isolator) 4way (4+12), Single door,Horizontal type |
| 131 | 50/63 amps TPN |
| 132 | 16 amps, double pole |
| 133 | Copper earth plate electrode:-Earthing with copper earth plate 600mm x 600mm x 3mm thick including accessories, and providing masonary enclours with cover plate having locking arrangrment and watering pipe etc .as requried .(But with out charcoal or coke and salt). |
| 134 | S/L 8 SWG copper wire in ground:-Suppling and laying 8SWG copper wire at 0.50 metre below ground level for conductor earth electrode, including soldring as requried. |
| 135 | S/L 25mm x6mm G.I. earth strip in ground :-Supplying and laying 25mm x6mm G.I. strip at 0.50 metre below ground as strip earth eletrode, incoluding soldering etc .as requried. |
| 136 | P/F G.I lighting conductor finial :-Providing and fixing of lighting conductor finial, made of 25 mm dia 300mm long, G.I tube, having single prong at top, with 85 mm dia 3 mm thick G.I base plate including holes etc as rqquried. |
| 137 | Reverting sweating and soldring lighting conductor tape:-Reverting sweating and soldring of copper / G.I tape (with another copper/ G.I tape, base of the final or any another metalic object) as requried. |
| 138 | P/F G.I lighting conductor tape in vertical run :-Providing and fixing G.I tape 20 mm x 3 mm thick on parapet or surface of wall for lighting conductor complete as requried.( for horizontal run ). |
| 139 | P/F Testing joint for G.I lighting conductor :-Providing and fixing testing joint, 20 mm x 3 mm thick copper strip 125 mm long , with 4 nos. of G.I bolts, nuts, check nuts and spring washers etc. complete as requried. |
| 140 | P/F coppre earth tape for lighting conductor :-Providing and laying copper tape 32 mm x 6 mm from earth electrode directly in ground as requried. |
| 141 | Earthwork in excavation(As per I.S. 3114/1965 for laying of different types and sizes of pipe so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of E/I. |
| 142 | Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification for soil item-A& B |
| 143 | Making holes in walls for laying H.C.I. pipes and restoring the same after pipe laying as per specification and direction of E/I. |
| 144 | Making holes in walls for laying H.C.I. pipes and restoring the same after pipe laying as per specification and direction of E/I. |
| 145 | Supplying, fitting and fixing vitreous white glazed earthen wareI.W.C. Of parry Hindustan or any other I.S.S. Approved make with 100mm H.C.I. 'P' trap 15liters C.I. Pull and let go flushing cistern of names or other I.S.S. Equipment make, complete with all fittings,C.I. or C.C. brackets 32mm alkathene/P.V.C. telescopic flush, pipe about 2 M long with one brass coupling and clamps G.I. chain and pull including supplying and fixing a pert of vitreous white glazed earthenwere were footrest to be fixed in floor 15mm C.I. body brass spindle stope cock of weight not less than 50grms, 15mmP.V.C. connection pipe 450mm long and the exposed pipe and cistern with two coats of approved paint over a coat of red oxideprimer etc. all complete as per specification and direction of E/I. |
| 146 | Supplying, fitting and fixing flat back or angular,lipped front vitreous white glazed earthen ware Urinal (Boys ) of Hindustan Parry or any other I.S.S approved make with 5 litres C.I automatic flushing cisterns of reliance for any other I.S.S approved make wihall fittings with C.I or R.S brackets, standered sizes G.I.flush pipe with fitting clamps, 15mm C.I body brass spindle stop cock of approved quality weight not less than 400grams, 15mm P.V.C / Alkthene pipe 450mm long with brass coupling at both ends and doing plumbers joints including painting of exposed part with two coats of approved paint over a priming coat of red oxide, cutting wall and floor, making good the same rtc. all complete as per specification and direction of E/I. |
| 147 | Supplying fitting and fixing vitreous white glazed earthen ware wash hand basin of Parry Hindustan or any other I.S.S approved make supported on painted C.I or R.S brackets 32mm C.I brass waste, 15mm dia C.I body brass spindel stop cock of approved quality of weight not less than 350 grams, 32mm PVCwaste pipe 750 mm long with brass coupling at one end and making plumber joints etc . all complete as per specification and direction of E/I. |
| 148 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel 610MMX510MM BOUL Depth 200 mm |
| 149 | Supplying, fitting and fixing bathroom fittings of approved make and as per IS specification all cost complete as per direction of E/I. (all rates have been adopted from the basic rate from SOR + 15% for labour and Contractors profit) piller Cock (Long Neck) |
| 150 | Bib Cock (sort Neck) |
| 151 | Bib cock (Long Thread) for sink |
| 152 | Angular Stope Cock |
| 153 | Wall mixture with provision for over head shower with elbow coupling and flange |
| 154 | Towel Ring |
| 155 | Tumbler Holder |
| 156 | Toilet Paper Holder |
| 157 | Glass shelf 22' |
| 158 | Supplying, fitting and fixing the following items complete with all materials as per specification and direction of E/I. |
| 159 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with sealring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,(i) Single socketed pipes. 75 mm diameter |
| 160 | 110 mm diameter |
| 161 | Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming toIS : 5382, leaving 10 mm gap for thermal expansion. 75MM Diameter |
| 162 | Coupler -110 mm |
| 163 | 75 mm Single pushfit Coupler |
| 164 | Single pushfit Coupler-110 mm |
| 165 | Single tee with door of 75x75x75 mm |
| 166 | 110x110x110 mm |
| 167 | Single tee without door 75x75x75 mm |
| 168 | 110x110x110 mm |
| 169 | Bend 87.5° 75 mm bend |
| 170 | Bend 87.5°110 mm |
| 171 | 75 mm Shoe (Plain) |
| 172 | Shoe (Plain)-110 mm |
| 173 | Providing and fixing unplasticised -PVC pipe CLIPS of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement: 4 coarse sand) and making good the wall etc. complete. 75mm dia |
| 174 | 110 mm dia |
| 175 | Internal work -Exposed -ON - WallProviding and fixing CPVC pipes having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings including fixing the pipe with clamps at 1.00 mt spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of engineer in charge. 25 mm nominal outer dia pipes |
| 176 | 32 mm nominal outer dia pipes |
| 177 | 40 mm nominal outer dia pipes |
| 178 | Providing and placing on terrace (at all floor levels) polyethylene waterstorage tank, (SINTEX / SINTER) ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflowpipes but withoutfittings and the base support for tank. |
| 179 | Supplying materials and labours for constructing inspection chamber of designation class 75B bricks size 750mm deep, 600 x 450mm internal dimension having 250mm wall thickness in cement mortar (1:6) including 12mm cement plaster (1:4) with punning on inside and cement plaster (1:6) with 600 x 475mm G.I. Cover with frame (weight not leaa than 36 kg) alongwith earth work in exacavation and 80mm thick P.C.C. (1:3:6) in foundation and refilling all complete as per specification and direction of E/I. |
| 180 | Cost of Drilind 200 mmx165mmx125 mtr.deep bore well in all kind of Soil and rock in rural area for instalation of pump set with Hydrolic DTH Rig machine all complete including all materials, tools,driling rig,air compressureand equipmentsas well as fule, lubricantsand cost of transportation of rig machine annd other vehical up to Site. |
| 181 | Cost of Drilind 200 mmx165mmx125 mtr.deep bore well in all kind of Soil and rock in rural area for instalation of pump set with Hydrolic DTH Rig machine all complete including all materials, tools,driling rig,air compressureand equipmentsas well as fule, lubricantsand cost of transportation of rig machine annd other vehical up to Site. |
| 182 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.200 mm nominal size dia |
| 183 | Development of tube well in accordance with IS : 2800 (part I) andIS: 11189, to establish maximum rate of usable water yield withoutsand content (beyond permissible limit), with required capacity aircompressor, running the compressor for required time till well isfully developed, measuring yield of well by \\"V\\" notch method or anyother approved method, measuring static level & draw down etc. bystep draw down method, collecting water samples & getting testedin approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessoriesetc., all as per requirement and direction of Engineer-in-charge |
| 184 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:200 mm dia |
| 185 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.200 mm clamp |
| 186 | Supplying submersible pump sets confirming to 8034 and motor confirming to IS 9283 pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene/noryl impeller. Motor suitable for working on 415 + 10, 3HP, 50 Hz, AC supply with cable guard, thurst carbon/fiber bearing to withstand entire hydraulic thurst, water proof winding shall be provided. The pump set shall be suitable for diret coupling Pump shall have suitable outlet as per manufacturers design. Anti thurst stream lined non return valve shall be provided with pump, 3 meter submersible copper conductor cable in single/double run shall be provided with each pump.Submersible pump set 100mm dia (with Polypropylene/Noryl Impeller) up to 20 stages2 HP |
| 187 | Supplying Full automatic star selta starter to operate induction motor working on 415v 3phase 50hz with no coil. Over load element , On _OFF push buttom with necessary materials and connection to Supply etc complete starter with original sheel steel encloser as per 3914.F.A.S.D starter upto 10.0 H.P |
| 188 | 3 core PVC insulated PVC sheathed copper conductor flat submersible cable.Supplying , Flat flexible submersible cable with ,copper conductor , PVC insulated and PVC sheathed as IS:70983 Core 4 Sq mm |
| 189 | Supply fitting and fixing GI pipe 50 mm Dia (TATA or equivalent make) Medium Quaility as per IS:1239 ( part 01 ) 2004 |
| 190 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 m including all lifts, levelling , ramming the foundation trenches, removing roots of trees, serbs all complete as per approved design,building specification & direction of E/I. |
| 191 | Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and 1.5M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) |
| 192 | Providing designation 75B one Brick Flat Soling joints with local sand including cost of watering taxes royalty all complete as per building specification & direction of E/I. |
| 193 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) |
| 194 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 195 | Centering and shuttering including strutting, propping etc. and removal of form for : Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 196 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform |
| 197 | Providing TMT reinforcement of following dia rods as per approved design and drawing including carriage of M.S. rods of (Straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction of E/I. 8mm dia |
| 198 | Earth filling in foundation trenches and plinth in layers not exceeding 150mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I (Mode of measurement compacted volume) |
| 199 | Providing designation 75B brick work in CM (1:6) in Foundation with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening, racking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I |
| 200 | Providing 125mm thick reinforced designation 75A brickwork in C.M. (1:4) in Superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including the cost of screening, cost of materials, racking out joints to 15mm depth, carriage, taxes and royalty (but excluding the cost of reinforcement) all complete as sper building specification and direction of E/I. |
| 201 | Providing 12mm thick cement plaster (1:3) with clean coarse sand of F.M. 1.5 and including cost of screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I |
| 202 | Providing 1.5 mm. cement punning including curing carrage of water withall leads and lifts as per building specification and direction of E/I |
| 203 | Supplying and fixing C.I. cover without frame for manholes : 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg |
| 204 | Making soak pit 2.5 m diameter 3.0 m deep with 45x45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design. with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 205 | Cement |
| 206 | Steel |
| 207 | Stone Chips |
| 208 | Red Brick |
| 209 | Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 m including all lifts, levelling , ramming the foundation trenches, removing roots of trees, serbs all complete as per approved design,building specification & direction of E/I. |
| 210 | Providing coarse clean local sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and 1.5M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume) |
| 211 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 212 | EARTH FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) |
| 213 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 214 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform |
| 215 | Providing TMT reinforcement of following dia rods as per approved design and drawing including carriage of M.S. rods of (Straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction of E/I. 8 mm dia |
| 216 | Providing designation 75B brick work in CM (1:6) in Foundation with approved quality of clean coarse & of F.M. 2.5 including providing 10mm thick mortar joints cost of screening, racking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 217 | Providing 12mm thick water proof cement plaster (1:3) with clean coarse sand of F.M. 1.5 with floating coat of neat cement, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I (Cost of Cico will be paid separately) |
| 218 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 100 mm nominal size dia |
| 219 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 220 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 221 | Supllying and matarials with lobour for construction inspection chamber of designation class 75b brick deep 600x450 internal diamention having 250mm wall thickness in cement morter(1:6)including 12mm cement plaster (1:4)with punning on inside and cement plaster (1:6)with 600x450mm G.I. cover with frame (weight not less than 36k.g)in foundation and refilling all complete as per specification and direction of E/I. |
| 222 | 150 mm dia. R.C.C. pipe |
| 223 | Supplying and fixing C.I. cover without frame for manholes : 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg |
| 224 | Cost of Drilind 200 mmx165mmx125 mtr.deep bore well in all kind of Soil and rock in rural area for instalation of pump set with Hydrolic DTH Rig machine all complete including all materials, tools,driling rig,air compressureand equipmentsas well as fule, lubricantsand cost of transportation of rig machine annd other vehical up to Site. |
| 225 | Cement |
| 226 | Steel |
| 227 | Stone Chips |
| 228 | Red Brick |
| 229 | EARTH WORK IN EXCAVATION IN FOUNDATION Trenches in hard soil (vide classification of soil item -B) all complete as per approved design, building specification and direction of E/I |
| 230 | Providing coarse clean SAND FILLING in foundation trenches or plinth including ramming & watering in layers not exceeding 150 mm thick with all leads and lift including cost of materials, labour, royalty & taxes all complete as per building specification and direction of E/I. |
| 231 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block ofM -30 grade made by block making machine with strong vibratory compaction, of approvedsize, design & shape, laid in required colour and pattern over and including 50mm thickcompacted bed of coarse sand, filling the joints with line sand etc. all complete as per thedirection of Engineer-in-charge. |
| 232 | Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete.1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 233 | Cement |
| 234 | Stone Chips |
| 235 | Providing and displaying of Areca Palm having ht. 1.20 m to 1.50 m with5 to 6 suckers, well developed, fresh and healthy with lush green foliagein 25 cm size of Earthen pot/Plastic pot & as per direction of theofficer-in-charge. |
| 236 | Providing and displaying of Areca Palm having ht. 1.80 m to 2.10 m with8 to 10 suckers, well developed, fresh and healthy with lush green foliagein 30 cm size of Earthen pot/Plastic pot & as per direction of theofficer-in-charge. |
| 237 | Providing and displaying of Areca Palm having ht. 2.40 m to 2.70 m with 12to 14 suckers, well developed, fresh and healthy with lush green foliage in35 cm size of Bucket type cement pots & as per direction of theofficer-in-charge. |
| 238 | Providing and displaying of Seaforthia Palm having ht. 1.50 m to 1.80 mwith 12-15 suckers, well developed, fresh and healthy lush green leavesfrom bottom to top in 30 cm size of Earthen pot/Plastic pot & as perdirection of the officer-in-charge. |
| 239 | Digging holes in ordidinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1by valume(2parts of stacked volume of earth after reduction by 20%:1part of stacked volume of manure after reduction by 8%)flooding with water ,dressing including removal of rubbish and surplus earth ,if any with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separatly ) |
| 240 | Providing coarse clean SAND FILLING in foundation trenches or plinth including ramming & watering E/I. |
| 241 | Supplying and stacking of good eaeth at site including royalty and carriage up to 1 kg |
| 242 | Supplying and stacking of well decayed cow dung manure at site including loading unloading and carriage for 1km lead. |
| 243 | Fine dressing the trenched ground including breaking clods |
| 244 | Spreding of sludge dump manure or / and good earth in required thickness including carriage thickness including carriage of materials for lead upto 500m and loading unloading and stacking as per direction of Engineer in charge (cost of sludge dump manure or/and good earth to be paid separately) |
| 245 | Mixing earth and sludge or manure in the required proportion specified ordirected by the Officer-in-charge |
| 246 | providing and fixing neelgiri /mexocan grass turgf with earth 50mmto 60mmthickness of existing ground prepared wirh propal level and ramming with required tools wooden (dhurmos )and than rolling the surface with light roller make the surface smooth and even ,watering with sprinkler . |
| 247 | GST @ 18% |
| 248 | Labour cess @ 1% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysSep 30, 2026
Bid Opening Date
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