Tender For Improvement Of Water System By Construction Of Dug Well With Filter Bed Unit, Cwr, Oht, Pump House, Laying Pipe Line Etc For Udaygarh Village Under Sd-Iii (Baratang) Of Ee, Cd-I, Apwd, Rangat.
Tender Value
4.19 Crore
Estimated cost
Bid Submission
14 Aug 2026
18 days left
EMD
8.38 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
North and Middle Andaman → Andaman And Nicobar Islands
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Improvement Of Water System By Construction Of Dug Well With Filter Bed Unit, Cwr, Oht, Pump House, Laying Pipe Line Etc For Udaygarh Village Under Sd-Iii (Baratang) Of Ee, Cd-I, Apwd, Rangat.
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : |
| 2 | 15 mm to 40 mm nominal bore |
| 3 | Above 40 mm nominal bore |
| 4 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: |
| 5 | All kinds of soilPipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 6 | Pipes, cables etc, not exceeding 80 mm dia. |
| 7 | Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : |
| 8 | 100 mm dia Ductile Iron Class K-9 pipes |
| 9 | 150 mm dia Ductile Iron Class K-9 pipes |
| 10 | 200 mm dia Ductile Iron Class K-9 pipes |
| 11 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and the cost of rubber gasket : |
| 12 | 100 mm dia pipes |
| 13 | 150 mm dia pipes |
| 14 | 200 mm dia pipes |
| 15 | Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing of joints but excluding the cost of pig lead : |
| 16 | 100 mm diameter pipe |
| 17 | Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS : 9523 : |
| 18 | Up to 600 mm dia |
| 19 | Supplying pig lead at site of work. |
| 20 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : |
| 21 | 100 mm dia |
| 22 | 80 mm dia |
| 23 | 50 mm dia |
| 24 | Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : |
| 25 | 100 mm diameterClass I |
| 26 | 150 mm diameterClass I |
| 27 | 200 mm diameterClass I |
| 28 | Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade: |
| 29 | Two or more coats on new work |
| 30 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. |
| 31 | All kinds of soil |
| 32 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 33 | All kinds of soil. |
| 34 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 35 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. |
| 36 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 37 | 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 38 | 1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 39 | 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 40 | 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 : |
| 41 | 1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 42 | 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: |
| 43 | 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 44 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 45 | Foundations, footings, bases of columns, etc. for mass concrete |
| 46 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 47 | Suspended floors, roofs, landings, balconies and access platform |
| 48 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 49 | Stairs, (excluding landings) except spiral-staircases |
| 50 | Well steining |
| 51 | Shelves (Cast in situ) |
| 52 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 53 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 54 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 55 | 12 mm cement plaster of mix: |
| 56 | 1:4(1 cement: 4 fine sand) |
| 57 | Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints : |
| 58 | 100 mm diameter pipe |
| 59 | Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) : |
| 60 | 100 mm dia nominal bore |
| 61 | Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 : |
| 62 | 100 mm dia |
| 63 | Providing and laying D.I. Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 : |
| 64 | Up to 600 mm dia |
| 65 | Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 : |
| 66 | 100 mm dia Ductile Iron Double Flanged |
| 67 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 68 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. |
| 69 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 70 | Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc., including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required Centering complete. |
| 71 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 72 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 73 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 74 | 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, but excluding the cost of nosing of steps etc. complete. |
| 75 | 40 mm thick with 20 mm nominal size stone aggregate |
| 76 | 12 mm cement plaster finished with a floating coat of neat cement of mix: |
| 77 | 1:4(1 cement: 4 fine sand) |
| 78 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. |
| 79 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. |
| 80 | G.I. pipes |
| 81 | Finishing walls with Acrylic Smooth exterior paint of required shade: |
| 82 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) |
| 83 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture’s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 84 | Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment 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) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. |
| 85 | For vertical surface two coats @ 0.70 kg per sqm per coat |
| 86 | For horizontal surface one coat @1.10 kg per sqm. |
| 87 | Providing and applying of swellable type water stop tape, 19 mm x 25 mm thick in linear metre (expansive nature) for construction joints treatment of RCC structure such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the retaining walls etc.. After cleaning the surface, one coat of required primer for swellable water stop tape shall be applied throughout the length of the joint @3.78 litre per 240 running metre. Over the primed surface swellable type water stop tape shall be placed. The work shall be carried out all complete as per specification and the direction of the Engineer-In-Charge. The product performance shall carry guarantee for 10 years against any leakage. |
| 88 | Supplying and fixing C.I. cover without frame for manholes : |
| 89 | 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg |
| 90 | Extra rates (%) for quantities of works, executed: Note for item no. 2.24:- The extra percentage rate is applicable in respect of each item but limited to quantities of work executed in these dificult conditions. The unit, namely, metre depth, to be considered for payment, shall be the depth measured from the sub soil water level up to the centre of gravity of the qty executed in dificult conditions. The depth shall be reckoned correct to 0.10 m, 0.05 m or more shall be taken as 0.10 m and less than 0.05 m ignored. |
| 91 | In or under water and/or liquid mud, including pumping out water as required |
| 92 | Extra for every additional lif of 1.5 m or part thereof in excavation / banking excavated or stacked materials. |
| 93 | All kinds of soil |
| 94 | Reinforced cement concrete work in well-steining, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3(1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 95 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). |
| 96 | Suspended floors, roofs, landings, beams and balconies (Plan area to be measured) |
| 97 | Extra for laying reinforced cement concrete in or under water and/ or liquid mud, including cost of pumping or bailing out water and removing slush etc., complete. Note For Item No. 5.31:- The quantity will be calculated by multiplying the depth measured from the subsoil water level up to the centre of gravity of the R.C.C. under subsoil water with the quantity of R.C.C. in cubic metre executed under subsoil water. The depth of centre of gravity shall be reckoned correct to 0.1 m (0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored). No extra payment shall be made for placing reinforcement or centering & shuttering under sub - soil water conditions. |
| 98 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 99 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 100 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in- charge. |
| 101 | Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade |
| 102 | Supplying chemical emulsion in sealed containers including delivery as specified. |
| 103 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% |
| 104 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 12.5 mm nominal size derived from natural sources) |
| 105 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 106 | Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150 mm to 300 mm thick with Grade-1 AAC blocks of density 551 to 650 kg/cum conforming to IS:2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately). |
| 107 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5 mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. |
| 108 | Frame size 65 x 100 mm |
| 109 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant. WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) |
| 110 | 30 mm thick |
| 111 | Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and lnline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for (i) Sites with basic wind speed > 45 m/sec as per IS 875 — Part 3 (ii) Sites with structure height more than 20m for all wind speeds |
| 112 | Casement window double panels with fixed mullion with S.S. 304 friction hinges as per size and weight of sash, multi-point locking system, zinc alloy (zamak) powder coated handles.Using R2 series with frame (39 mm & above) x (39 mm & above) & sash (39 mm & above) x (60 mm & above) & mullion (39 mm & above) x (60 mm & above). (Height upto 1.2 metre). |
| 113 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. |
| 114 | Fixed to openings /wooden frames with rawl plugs screws etc. |
| 115 | Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS: 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : |
| 116 | 250x16 mm |
| 117 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : |
| 118 | 200x10 mm |
| 119 | Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : |
| 120 | 125 mm |
| 121 | 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. |
| 122 | Single rubber stopper |
| 123 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 124 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. |
| 125 | 80x1.20 mm M.S. laths with 1.20 mm thick top cover |
| 126 | Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as per design approved by Engineer-in- charge, (area of grill to be measured). |
| 127 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 128 | Electric resistance or induction butt welded tubes |
| 129 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. |
| 130 | Providing and fixing bolts including nuts and washers complete. |
| 131 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 132 | Providing and fixing 1st 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. |
| 133 | Providing and fixing pre-painted galvalume (PPGL) steel profile sheets AZ-150 of brand Tata Bluescope steel, Everest Industries Ltd., JSW Steel Ltd., Jindal India Ltd. or equalavent (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with aluminium zinc coating 150 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling / self tapping aluminium screws (Xylan) of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 134 | Providing and fixing pre-painted galvalume (PPGL) steel profile sheets AZ-150 of brand Tata Bluescope steel, Everest Industries Ltd., JSW Steel Ltd., Jindal India Ltd. or equalavent (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with aluminium zinc coating 150 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns usning self drilling/self tapping screws complete. |
| 135 | Ridges plain (500- 600mm) |
| 136 | Barge board (Upto 300 mm) |
| 137 | Gutter (600 mm over all girth) |
| 138 | Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. |
| 139 | Two coats |
| 140 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : |
| 141 | Kitchen sink without drain board470x420 mm bowl depth 178 mm |
| 142 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
| 143 | Flexible pipe32 mm dia |
| 144 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 145 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. |
| 146 | Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. |
| 147 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms |
| 148 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work |
| 149 | 25 mm nominal dia Pipes |
| 150 | 15 mm nominal dia Pipes |
| 151 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 152 | 25 mm nominal bore |
| 153 | Providing and fixing PTMT grating of approved quality and colour. |
| 154 | Circular type100 mm nominal dia |
| 155 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 156 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 157 | Two or more coats on new work |
| 158 | Excavating holes upto 0.10 cum, including getting out the excavated soil, then returning the soil as deported in layers not exceeding 20 cm in depth, including consolidating and deposited layer by ramming watering etc., disposing of surplus excavated soil as directed with in a lead of 50 mm and lift upto 1.5 m. |
| 159 | All kind of soil |
| 160 | Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge. (Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). |
| 161 | Overhead informatory road signage |
| 162 | Providing & fixing White vitreous china water closet squatting pan (Indian type) along with “S” or “P” trap including dismantling of old WC seat and “S” or “P” trap at site complete with all operations including all necessary materials, labour and disposal of dismantled material including malba, all complete as per the direction of Engineer-in charge. |
| 163 | Orissa pattern W.C Pan of size 580x440 mm |
| 164 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 165 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : |
| 166 | 15 mm nominal bore |
| 167 | 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: |
| 168 | 1:2:4 (1 Cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 169 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. |
| 170 | Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : |
| 171 | On W.B.M. @ 0.75 Kg / sqm |
| 172 | 2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). |
| 173 | With paving Asphalt grade VG - 30 with no solvent |
| 174 | Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy: |
| 175 | For 50 mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm. |
| 176 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. |
| 177 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 178 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : |
| 179 | Treatment of soil under existing floors using chemical emulsion © one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement: 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 180 | Re-alignment of existing pipe lines by providing and fixing dismantled G.I. pipes complete with G.I. fittings including trenching and refilling etc all complete as per the direction of Engineer-in-charge. External work |
| 181 | 80 mm dia nominal bore |
| 182 | 50 mm dia nominal bore |
| 183 | 40 mm dia nominal bore |
| 184 | 25 mm dia nominal bore |
| 185 | Supplying, laying, jointing, field testing, commissioning complete at site of HDPE (PE -80 Grade compound) pipes PN-8 (8.0 kg/sqcm) as per IS:4984-2016 and specifications for water application (ammended upto date), including all cost of materials (HDPE pipe fittings, accessories), expansion joint, labour required, transportation, loading, undloading & stacking, jointing by butt fusion welding etc. complete as per direction of the Engineer-in-Charge. |
| 186 | 90 mm dia nominal bore |
| 187 | 75 mm dia nominal bore |
| 188 | 50 mm dia nominal bore |
| 189 | 40 mm dia nominal bore |
| 190 | Supplying, laying, jointing, field testing, commissioning complete at site of HDPE (PE -80 Grade compound) pipes PN-12.5 (12.5 kg/sqcm) as per IS:4984-2016 and specifications for water application (ammended upto date), including all cost of materials (HDPE pipe fittings, accessories), labour required, transportation, loading, undloading & stacking, jointing by butt fusion welding etc. complete as per direction of the Engineer-in-Charge. External work |
| 191 | 25 mm dia nominal bore |
| 192 | 20 mm dia nominal bore |
| 193 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) including making connection of HDPE pipe distribution branch with HDPE pipe main of following sizes by providing and fixing extension GI nipple of required size and length as per the size of gate valve as per specifications for water application, including cutting and threading the pipe, jointing by butt fusion welding etc complete as per the direction of Engineer-in-charge. |
| 194 | 25 mm nominal bore |
| 195 | 40 mm nominal bore |
| 196 | 50 mm nominal bore |
| 197 | 65 mm nominal bore |
| 198 | 80 mm nominal bore |
| 199 | Providing and fixing HDPE pipe flange in HDPE pipe as per specification for water application including cutting and threading the pipe and making long screws, jointing by butt fusion welding etc. complete as per the direction of Engineer-in-Charge. |
| 200 | 20 mm nominal bore |
| 201 | 25 mm nominal bore |
| 202 | 40 mm nominal bore |
| 203 | 50 mm nominal bore |
| 204 | 75 mm nominal bore |
| 205 | 90 mm nominal bore |
| 206 | Providing and fixing brass bib cock of approved quality in HDPE pipe including cutting and threading the pipe and making long screws, jointing by butt fusion welding all as per specifications for water application etc complete as per the direction of Engineer-in-charge. |
| 207 | 15 mm nominal bore |
| 208 | Constructing masonry Chamber 30x30x50 cm inside, in cement concrete hollow block size of 400x100x200mm work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : |
| 209 | Constructing masonry Chamber 60x60x75 cm inside, in cement concrete hollow block size of 400x100x200mm work in cement mortar 1:4 (1 cement :4 coarse sand) for sluice valve/gate valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : |
| 210 | Constructing masonry Chamber 90x90x100 cm inside, in cement concrete hollow block of size 400x200x200mm work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with CI surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design . |
| 211 | Fabrication and supply of assembled galvanised pressed steel staging of 9.0 mtr height staging for above PS tank inside alround platform with all accessories and connection type with bolts and nuts etc complete as per the direction of Engineer-in-charge. |
| 212 | Fabrication and supply of assembled galvanised pressed steel water tank of size inside diamension 7.50m(L) x 6.25m(B) x 2.50 m(D) and approx. outside diamention 7.65m x 6.40m x 2.58m having 117000 ltrs capacity with decking having panel size 1.25m x 1.25m having bottom and first tier of sides panel thickness 6mm and top tier of sides panel thickness 5mm with all accessories ( leaking stoppage, tiepices, support, flange, sealing gasket, rubber strip, screws, tiepices plant, ladder, washer, fasten clamp, water gauge etc) and connection tupe with nuts and bolt, sheet cover, inlet, outlet, overflow pipe, lead wool, lead wire etc. complete as per the direction of Engineer-in-charge. |
| 213 | Providing cement concrete surface drain including earth excavation 10 cm thick base concrete with 1:3:6 ( 1 cement: 3 sand: 6 graded stone aggregate 40 mm nominal size) finished with 1:4 (1 cement: 4 fine sand) including a floating coat of neat cement inside the drain and its top and exposed surface including earth work in excavation and disposed of surplus earth. |
| 214 | 15 x 15 cm surface drain |
| 215 | 23 x 23 cm surface drain |
| 216 | Supplying, filling, spreading & leveling graded stone aggregate of size range having density of 1600 kg/cum to be used as filter media, in recharge pit, in required thickness, for all leads & lifts, all complete as per direction of Engineer -in-charge. |
| 217 | Graded stone aggregate of size 63mm to 45mm |
| 218 | Graded stone aggregate of size 53mm to 22.4mm |
| 219 | Graded stone aggregate of size 10mm to 5mm |
| 220 | Supplying, filling, spreading & leveling river coarse sand of size range 1.5mm to 2mm to be used as filter media, in recharge pit, in required thickness over graded stone aggregate layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. |
| 221 | Extra for laying concrete beyond permissible depth of foundation i.e. 3 metre below plinth level. |
| 222 | Providing and fixing PVC pipe for weep hole in walls etc. as per the direction of Engineer-in-chagre. |
| 223 | 75 mm dia |
| 224 | Supplying and filling of materials in layers to be used as filter media as per the direction of Engineer-in-charge. |
| 225 | Stone aggregate 90 mm to 45 mm. |
| 226 | Stone aggregate 53 mm to 22.4 mm. |
| 227 | Stone aggregate 13.2 mm/12.5mm. |
| 228 | Stone aggregate 20 mm. |
| 229 | Fine/River sand. |
| 230 | Supplying, laying, jointing, field testing, commissioning complete at site of HDPE (PE -80 Grade compound) pipes PN-8 (8.0 kg/sqcm) as per IS:4984-2016 and specifications for water application (ammended upto date), including all cost of materials (HDPE pipe fittings, accessories), expansion joint, labour required, transportation, loading, undloading & stacking, jointing by butt fusion welding etc. complete as per direction of the Engineer-in-Charge. |
| 231 | 90 mm dia nominal bore |
| 232 | 75 mm dia nominal bore |
| 233 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) including making connection of HDPE pipe distribution branch with HDPE pipe main of following sizes by providing and fixing extension GI nipple of required size and length as per the size of gate valve as per specifications for water application, including cutting and threading the pipe, jointing by butt fusion welding etc complete as per the direction of Engineer-in-charge. |
| 234 | 65 mm nominal bore |
| 235 | 80 mm nominal bore |
| 236 | Providing and fixing gun metal non- return valve of approved quality (screwed end) including making connection of HDPE pipe distribution branch with HDPE pipe main of following sizes by providing and fixing extension GI nipple of required size and length as per the size of gate valve as per specifications for water application, including cutting and threading the pipe, jointing by butt fusion welding etc complete as per the direction of Engineer-in-charge. |
| 237 | 65 mm nominal bore Horizontal |
| 238 | Providing and fixing HDPE pipe flange in HDPE pipe as per specification for water application including cutting and threading the pipe and making long screws, jointing by butt fusion welding etc. complete as per the direction of Engineer-in-Charge. |
| 239 | 75 mm dia |
| 240 | 90 mm dia |
| 241 | Providing and fixing soil, waste and vent pipes with UPVC pipe conforming to IS : 13592 Type B including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes |
| 242 | 75 mm dia |
| 243 | Providing and fixing UPVC moulded door bend of required degree with access door insertion rubber washer 3 mm thick, bolts and nuts complete for UPVC soil pipes conforming to IS : 13592 Type B including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. |
| 244 | 75 mm dia |
| 245 | Providing and fixing UPVC moulded plain bend of required degree for UPVC soil pipes conforming to IS : 13592 Type B including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. |
| 246 | 75 mm |
| 247 | Providing and fixing UPVC moulded self cleaning trap design with screw down or hinged grating with arm complete including cost cutting and making good the walls and floors complete. |
| 248 | 110 mm inlet and 75 mm outlet |
| 249 | Providing and fixing soil, waste and vent pipes with UPVC pipe conforming to IS : 13592 Type B including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes |
| 250 | 110 mm dia |
| 251 | Providing and fixing UPVC moulded door bend of required degree with access door insertion rubber washer 3 mm thick, bolts and nuts complete for UPVC soil pipes conforming to IS : 13592 Type B including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. |
| 252 | 110 mm dia |
| 253 | Providing and fixing UPVC moulded plain bend of required degree for UPVC soil pipes conforming to IS : 13592 Type B including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. |
| 254 | 110 mm |
| 255 | Providing and fixing UV stabilised polyethylene septic tank in colour terracotta/black of capacity 10 to 15 users (Type-I) having dimension 850mm dia 2500 mm length, 10mm thick, 03 Nos chambers and 02 Nos manholes of 550mm dia, having inlet and outlet pipe of dia 110mm with air vent pipe 50mm dia, including the cost of earth work and CC bed of 1:4:8 of 10mm thick including transportation, refilling with earth etc complete as per the direction of Engineer-in-charge. |
| 256 | Constructing soak pit 1.00x1.00x1.20 m filled with stone aggregate 90mm to 45mm in size including PVC pipe 100 mm diameter and 1.20 m long complete as per standard design. |
| 257 | Providing, Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
| 258 | Sub base 100mm thick compacted layers with stone aggregate 90 mm to 45 mm including stone screening 13.20 mm (Type-A) |
| 259 | Base-course 75mm thick compacted layers with stone aggregate 63 mm to 45 mm including stone screening 13.20 mm (Type-A) |
| 260 | Base-course/wearing course 75mm thick compacted layers with stone aggregate 53 mm to 22.40 mm including stone screening 11.20 mm (Type-B) |
| 261 | Supplying, installation, testing and commissioning of Kirloskar make SV1 engine modal, 8 HP, 1800 RPM, single cylinder water cooled diesel engine coupled with NW2+ pump model, head of 15 mtr having suction and delivery 80 mm X 65 mm with all accessories including common Base Plate , Coupling, Coupling Guard,Foundation Bolts, Coupling Flanges , attached Fuel tank, suitable foot valve and all other accessories as required as per the direction of Engineer-in-charge. |
| 262 | Supplying, installing, testing and commissioning of Kirloskar make, TV2 model, 16 HP, 1800 RPM, water cooled diesel engine or equivalent coupled with Kirloskar make, 16SR6 model pump or equivalent for discharge of 4.9 LPS at a head of 95 mtrs with CI construction having suction and delivery 80mmx65mm with all accessories including common base plate, coupling, coupling guard, foundation bolts, coupling flanges, attached fuel tank, suitable foot volve and all other accessories as required as per the direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysAug 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 18 daysTender Documents
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