Tender For Tourism Development Work Of Prachin Sheetla Mata Mandir At Khurja District Bulandshahr
Tender Value
55.35 Lakhs
Estimated cost
Bid Submission
23 Oct 2026
6 days left
EMD
1.10 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bulandshahr → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Tourism Development Work Of Prachin Sheetla Mata Mandir At Khurja District Bulandshahr
BOQ
| Sl. No. | Item Description |
| 1 | TOILET BLOCKEarth work in exacavation in foundations in ordinary soil (loam clay or sand) including lift upto 1.5 m and lead upto 30 mt. & including filling, watering and ramming of excavated earth into the trenches or into the space between building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the E/I upto a distance of 30 mt. from the foundation trenches. |
| 2 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 4 | Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Treatment of soil under floors using chemical emul sion @ 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 floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 5 | Treatment of masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1 ce ment : 2 coarse sand) to the full depth of the hole,With Chlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 6 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)-(Lintel) - M-20Up to plinth level |
| 7 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)-(Lintel) - M-20Above plinth level |
| 8 | As in item no. 6 above but for slabs (Using 1:1.5:3 Mix concrete). M-20. |
| 9 | As in item 6 but for the lighter beams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete). M-20.Up to plinth level |
| 10 | Above plinth level |
| 11 | As in item 6 above but in R.C.C. foundation with approved stone ballast. (Using 1:1.5:3 Mix concrete). M-20. |
| 12 | 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. excluding cost of centering, shuttering, finishing and reinforcement :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)Up to plinth level |
| 13 | 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. excluding cost of centering, shuttering, finishing and reinforcement :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)Above plinth level |
| 14 | Brick work with common burnt clay F.P.S. (non modular) bricks of First class in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 15 | Brick work with common burnt clay F.P.S. (non modular) bricks of First class in superstructure above plinth level up to floor V level in all shapes and sizes in : :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 16 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of First class in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) |
| 17 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. |
| 18 | Painting on D.P.C. with two coat of air blown bitumen 85/50 or 85/25 1.7 kg/sqm approximate including cost of fuel if any. |
| 19 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 20 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand) |
| 21 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) |
| 22 | 15 mm thick plinth plaster (1 cement : 4 coarse sand) |
| 23 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : :25 mm thick |
| 24 | P/L Kota stone slab 25 mm thick in riser of steps,skirting,dado & pillers laid on 10 mm thick mortar 1:3 (1 cement : 3 coarse sand), jointed with grey cement slurry mixed with pigment to match the shade of slabs including rubbing and polishing complete. |
| 25 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. |
| 26 | 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. |
| 27 | 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 of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. (Area of slab upto 0.50 sqm) |
| 28 | Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). |
| 29 | 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 strengthof 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 lengthcomplete 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 5mm 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.Frame size 65 x 100 mm |
| 30 | 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 separately35 mm thick |
| 31 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 32 | 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 Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprisingof 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 speedsCasement window double panels with French (False) Mullion with S.S. 304 friction hinges as per size and weight of sash, multi-point Using R4 series with frame (64mm & above) x (50mm & above) & sash (64mm & above) x (70mm & above) & French (False) mullion (64mm & above) x (60mm & above). (Height above 1.8 metre). |
| 33 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes. |
| 34 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat. (Inner & Ceiling surface) |
| 35 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 36 | 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 : 300x16 mm |
| 37 | 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 :(a) 250 mm x 10mm |
| 38 | (b) 200 mm x 10mm |
| 39 | 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 : 125 mm |
| 40 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming toIS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. d) Finishing the surface with 20 mm thickjointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 41 | Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns, etc. for mass concrete. |
| 42 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 43 | Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick. |
| 44 | Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick. |
| 45 | Providing and fixing stone jali 40 mm thick throughout in cement mortar 'l:3 (1 cement : 3 coarse sand), including pointing in white cement motlat 'l:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. Red sand stone |
| 46 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) : Red sand stone - exposed face fine dressed with rough backing. 30 mm thick |
| 47 | Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. |
| 48 | ELECTRICALWiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required.Group C |
| 49 | Wiring for group controlled (looped) light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed midium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group C |
| 50 | Wiring for light/ Power plug with 2X4 sq. mm FRLS PVC insuleted copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 Nos. 4 sq.mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 51 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required2 x 2.5 sq.mm. + 1 x 2.5 sq.mm. earth wire |
| 52 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.25 mm |
| 53 | Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. |
| 54 | Supplying and fixing following modular switch / socket on existing modular plate and switch box including connections but excluding modular plate etc as required.5/6 amps switch |
| 55 | 15/16 amp switch |
| 56 | 3 pin 5/6 amp socket outlet |
| 57 | 6 pin 15/16 amp socket outlet |
| 58 | Installation of exhaust fan in the existing opening , including making good the damage, connection, testing commissioning etc. as required.(a): Up to 450mm sweep |
| 59 | Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. |
| 60 | Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. |
| 61 | Supply of recess/Surface mounting round 12 watt, cut out Min 125mm, Height Min 40mm, LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set, suitable for 24Hr continuous Operation,complete in all respec. |
| 62 | Supply of 7W Bulkhead light fixture with specification complete as per architectural design complete in all respects. |
| 63 | Supplying and fixing following way, horizontal type Single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)8 way Double door |
| 64 | Supplying and fixing Cable End Box (Loose wire box)(IP 43) suitable for following triple pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with testing and commissioning etc. as required.8 way Double door |
| 65 | Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Single pole |
| 66 | Supplying and fixing 240/415 volts, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.63A 2P |
| 67 | Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. |
| 68 | Suplly and burring of safe Earthing Electrode T-39 Cu Copper Coated, Length 2000mm, outer pipe 76.3mm X 3.2 inner pipe 42.4mm X 2.6mm, terminal Dia 12mm, coating 80-100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50kgs activated soil (BFC) capable of reucing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame withhinged cover & mansonry housing.(From electrode terminal to switch board, cost of 25x3 copper strip will be extra) Make: As approved in U.P.P.W.D & C.P.R.I. all respects. |
| 69 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. |
| 70 | Supply, Installation, Testing and Commissioning of 250mm size PVC exhaust fan suitable for 230V, 50 Hz AC including modifying and finishing for hole/opening for the size of fan, MS louver/ shutter complete with frame for Ex.fan including its connection with 3x1.5 sq mm FRLS copper conductor wire with PVC sleeve, loop earthing, making the good damage complete as required to do the job in all respect in accordance with laid specification or upto the satisfaction of engineer in charge. |
| 71 | Supplying following 1.1kV grade, heavy duty XLPE insulated, FRLS type armoured /Unarmured cables suitable for 415V, 50Hz, AC system, with inner and outer PVC sheath, outer sheath provided with FRLS insulation, galvanised steel armouring (round or flat as mentioned) and with all components as mentioned in BOQ, specifications and schedule, complete as required.2C x 16 sqmm aluminium conductor, 2XWY. |
| 72 | Upto 35 sq. mm (clamped with 1mm thick saddle) |
| 73 | Supplying and making end termination with brass compression gland and copper lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required.2 X 16 sq. mm (22mm) |
| 74 | PLUMBINGProviding and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size580x440 mm with integral type foot rests |
| 75 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever requiredW.C. pan with ISI marked white solid plastic seat and lid |
| 76 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:-White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer |
| 77 | Providing and fixing uplasticised PVC connection pipe with brass unions :30 cm length15 mm nominal bore |
| 78 | Providing and fixing uplasticised PVC connection pipe with brass unions :45 cm length15 mm nominal bore |
| 79 | Providing and fixing CP Brass 32mm/40mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. |
| 80 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :15 mm nominal bore |
| 81 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms.15 mm nominal bore |
| 82 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS: 8931.15 mm nominal bore |
| 83 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:893115 mm nominal bore |
| 84 | Providing & fixing C.P. hand spray with lever control (health faucet) and flexible hose 1 m long connection with C.P. holder for hand spray complete in all respects. (Angle valve to be provide under item no. 18 and measure with that item.) |
| 85 | Providing and 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. 110 mm |
| 86 | 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 to IS:5382 leaving 10mm gap for thermal expansion. Coupler110 mm |
| 87 | Bend 87.5 degree110 mm Bend |
| 88 | Shoe (Plain)110 mm Shoe |
| 89 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 90 | 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 PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. |
| 91 | Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc. :110mm dia pipe. |
| 92 | Providing, fixing, jointing and testing, uPVC SWR pipes, - type B conforming to IS : 13592 to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes.110 mm dia. |
| 93 | Providing and fixing SWR PVC trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors :110mm x 110mmX110mm |
| 94 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion.Bend without door (87.5°)110mm |
| 95 | Bend without door (45°)110mm |
| 96 | Y' Fitting without door110mm |
| 97 | Single Tee without door110 mm |
| 98 | Coupler110mm |
| 99 | Clean Out Plug (COP)110mm |
| 100 | Vent Cowl110mm |
| 101 | Providing, fixing, jointing and testing, unplasticized PVC pipes - 10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete, for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc. For Wash basin & Urinal50mm dia. Pipe |
| 102 | 40mm dia. Pipe (for wash basin & sunken toilet spout) |
| 103 | Elbow (90°) 50mm |
| 104 | Elbow (45°) 50mm |
| 105 | T fitting 50mm |
| 106 | Coupler 50mm |
| 107 | SUB HEAD - III - (WATER SUPPLY)Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the walls etc.15 mm dia nominal bore |
| 108 | 20 mm dia nominal bore |
| 109 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.25 mm dia nominal bore |
| 110 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etcInternal work - Exposed on wall / Terrace20 mm dia nominal bore |
| 111 | 25 mm dia nominal bore |
| 112 | 32 mm dia nominal bore |
| 113 | Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :20 mm dia nominal bore |
| 114 | 25 mm dia nominal bore |
| 115 | 32 mm dia nominal bore |
| 116 | Providing and fixing gun metal gate valve with wheel of approved quality.20mm dia nominal bore |
| 117 | 25mm dia nominal bore |
| 118 | 32mm dia nominal bore |
| 119 | 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.Domestic Water Tank |
| 120 | SUB HEAD - IV - (EXTERNAL PERIPHERY WORK)Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, 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 :All kinds of soilPipes, cables etc. exceeding 80mm dia but not exceeding 300mm. |
| 121 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design150 mm. dia. RCC Pipes |
| 122 | Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand ) including testing of joints etc. complete.150 mm. dia. RCC Pipes |
| 123 | Providing and fixing square-mouth S.W. gully trap SP-1 complete with C.I. grating, brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design150 x 100 mm size P typeWith common burnt clay FPS (non modular) bricks of class designation 7.5 |
| 124 | Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg).With common burnt clay FPS (non modular) bricks of class designation 7.5 |
| 125 | Providing orange colour safety foot rests 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 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread 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. |
| 126 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, 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 :- (EXTERNAL WATER SUPPLY)All kinds of soilPipes, cables etc, not exceeding 80 mm dia. |
| 127 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.25 mm dia nominal bore |
| 128 | Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :-25 mm dia nominal bore |
| 129 | Providing and filling sand of grading zone V or coarser grade alround the G.I. pipes in external work25 mm dia nominal bore |
| 130 | Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc.25 mm dia nominal bore |
| 131 | MULTIPURPOSE HALLBoring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) :400 mm dia |
| 132 | Earth work in exacavation in foundations in ordinary soil (loam clay or sand) including lift upto 1.5 m and lead upto 30 mt. & including filling, watering and ramming of excavated earth into the trenches or into the space between building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the E/I upto a distance of 30 mt. from the foundation trenches. |
| 133 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 134 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) |
| 135 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 136 | Diluting and injecting chemical emulsion for PRE-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Treatment of soil under floors using chemical emul sion @ 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 floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 137 | Treatment of masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1 ce ment : 2 coarse sand) to the full depth of the hole,With Chlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 138 | As in item no. 6 above but for slabs (Using 1:1.5:3 Mix concrete). M-20. |
| 139 | As in item 6 but for the lighter beams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete). M-20.Up to plinth level |
| 140 | As in item 6 but for the lighter beams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete). M-20.Above plinth level |
| 141 | As in item 6 above but in R.C.C. foundation with approved stone ballast. (Using 1:1.5:3 Mix concrete). M-20. |
| 142 | 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. excluding cost of centering, shuttering, finishing and reinforcement :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)Up to plinth level |
| 143 | Above plinth level |
| 144 | Brick work with common burnt clay F.P.S. (non modular) bricks of First class in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 145 | Brick work with common burnt clay F.P.S. (non modular) bricks of First class in superstructure above plinth level up to floor V level in all shapes and sizes in : :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 146 | Painting on D.P.C. with two coat of air blown bitumen 85/50 or 85/25 1.7 kg/sqm approximate including cost of fuel if any. |
| 147 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 148 | 15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand) |
| 149 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) |
| 150 | 15 mm thick plinth plaster (1 cement : 4 coarse sand) |
| 151 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : :25 mm thick |
| 152 | P/L Kota stone slab 25 mm thick in riser of steps,skirting,dado & pillars laid on 10 mm thick mortar 1:3 (1 cement : 3 coarse sand), jointed with grey cement slurry mixed with pigment to match the shade of slabs including rubbing and polishing complete. |
| 153 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colors 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.Size of Tile 600x600 mm |
| 154 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm |
| 155 | Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). |
| 156 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat. (Inner & Ceiling surface) |
| 157 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) |
| 158 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 159 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488 kg/ sqm mixed with water proofing cement compound @ 0.253 kg/sqm.(b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm.(c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around.(d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. |
| 160 | Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns, etc. for mass concrete. |
| 161 | Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 162 | Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick. |
| 163 | Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick. |
| 164 | ELECTRICALWiring for light point/fan point/exhaust fan point/call bell point with 1.5 sq.mm FR PVC insulated copper conch ctor single core cable In surface/ recessed steel conduit, with modular type switch, modular plate suitable size G.I. box and earthing thin point with 1.5 sq.mm FR PVC insulated copper conductor single :ore cable etc. as requiredGroup C |
| 165 | Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point (without independent switch etc.) with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed steel conduit, and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required.Group C |
| 166 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.(a) 2x1.5 Sq.mm +1x1.5 Sq.mm |
| 167 | (a) 2x2.5 Sq.mm +1x2.5 Sq.mm |
| 168 | (b) 2x4.0 Sq.mm +1x4.0 Sq.mm |
| 169 | (c)2 x 6 sq.mm + 1 x 6 sq.mm. earth wire |
| 170 | (d)4 X 10 sq. mm + 2X 6 sq. mm earth wire |
| 171 | Supplying and fixing suitable size G.I Box with modular plate and cover in front on surface in recess, including providing and fixing 3 pin, 5/6 amps modular socket outlet and 5/6 a rips modular type switch, connection, painting etc., as required. for light plugs to be used in non residential buildings ) |
| 172 | Supplying and fixing suitable GI Box with modular plate and cover in front on surface or in recess, including providing and 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 173 | Supplying and fixing 20 A, 240 V, SPN Industrial type socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 A \\"C\\" curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet and complete with connections, testing and commissioning etc. as required. |
| 174 | 18W Round shape LED Downlighter suitable for operation on 230V AC supply with minimum 1800 lumens. LED make shall be Nichia, Cree, Citizen having LM 80 Complied as per L70 standard tested for min. 10k hours confirming minimum 50000 burning hours of life 6500K LED's only. LED Driver shall withstand 2kV surge protection. Complete fitting similar to Wipro make CAT NO. LD90-231-XXX-65XX or equivalent preferred make. |
| 175 | LT POWER CABLE Supply of aluminium conductor, XLPE insulated, armuored, PVC sheathed cable, 1100V grade, at depth of 750mm below ground level including excavation and refling the trench over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and on top as directed by the Engineer-Incharge, complete in all respects. The armouring of the cable shall be properly connected with the earth conductor by clamps etc. The cable shall be laid by boring the road as required and compaction of soil & repairing of surface in prior shape shall be done properly.3 ½ core 185 sq. mm |
| 176 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering andrefilling the trench etc as required.Above 185 sq. mm and upto 400 sq. mm |
| 177 | Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, protective covering and refilling the trench etc as required.Above 185 sq. mm and upto 400 sq. mm |
| 178 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.185 mm² to 400 mm² cable |
| 179 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing masonry open duct as requiredSupplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KVgrade as required.3 ½ core 300 mm²(70 mm) PVC cable |
| 180 | Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 200 mm dia (OD-200 mm & ID-175 mm nominal) |
| 181 | PLUMBING RAIN WATER DRAINAGE WORKProviding and 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. 110 mm |
| 182 | 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 to IS:5382 leaving 10mm gap for thermal expansion.Coupler110 mm |
| 183 | Bend 87.5 degree110 mm Bend |
| 184 | Shoe (Plain)110 mm Shoe |
| 185 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 186 | 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 PVC sheet 1m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement,punning,rounding the edges and making and finishing the outlet complete. |
| 187 | Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and cost of cutting holes and making good the walls etc.110mm dia pipe. |
| 188 | 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.up to 1.50 m depthPipes 80 mm to 300 mm diameter |
| 189 | Providing and laying Non pressure NP 2 class (light duty) RCC pipe with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1cement : 2 fine sand ) including testing of joints etc. complete. 150 mm. dia. RCC Pipes |
| 190 | Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design150 mm. dia. |
| 191 | Constructing brick masonry INSPECTION chamber 60x60x75 cm with bricks of class designation 50 in cement mortar 1:4 (1 cement : 4 coarse sand) including CI cover with frame LIGHT WEIGHT complete as per design. With FPS bricks |
| 192 | C.C INTERLOCKINGEarth 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-incharge. All kinds of soil (DSR-2.6.1) |
| 193 | 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 earth lead upto 50 metres (DSR-16.1) |
| 194 | Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. (DSR-4.1.8) |
| 195 | Supplying and stacking at site: 90 mm to 45 mm size stone aggregate. (DSR-16.3.1) |
| 196 | 63 mm to 45 mm size stone aggregate (DSR-16.3.2) |
| 197 | Local Sand @ 25% of Item No. 3a (DSR-2.27) |
| 198 | Stone screening 11.2 mm nominal size (Type B) (DSR-16.3.7) |
| 199 | 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 . (DSR-16.4) |
| 200 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-35 grade with approved colour design and pattern. (DSR-16.91.2) |
| 201 | Brick work with common burnt clay F.P.S. (non modular) bricks of First class in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) (DSR-6.1.2) |
| 202 | DRAINEarth work in excavation |
| 203 | P.C.C. 1:4:8 |
| 204 | B/W in 1:4 Cement Coarse Sand |
| 205 | R.C.C. work |
| 206 | Centering & shuttering |
| 207 | M.S. work in R.C.C. |
| 208 | 12 MM thick plaster (1:3) coarse sand |
| 209 | FRP BIODIGESTER TANKProcurement, installation and commissioning on site of 2000-liter capacity FRP bio-digester tank, horizontal cylindrical shape with hemispherical ends, manufactured from high-quality UV stabilized, corrosion-resistant fiber reinforced plastic, complete with necessary inlet, outlet and vent connections, internal baffles, access manhole with cover, and FRP saddle supports, including all fittings, testing for leak-proof performance, and making it operational as per the instructions and to the satisfaction of the Engineer-in-Charge. |
| 210 | DRINKING WATER FACILITYProcurement, installation and commissioning of floor-mounted drinking water cooler cum purifier of 150-liter storage capacity, stainless steel body (SS 304 grade), heavy-duty cooling compressor, inbuilt multi-stage water purification system (UV+UF or RO+UV based as specified), twin faucets for simultaneous use, including necessary plumbing, drainage, electrical connections, first fill, testing, and making fully operational as per instructions and to the satisfaction of the Engineer-in-Charge. |
| 211 | DUSTBINProcurement, installation and commissioning of dry and wet waste metal dustbins, hanging type, tiltable for easy emptying, fabricated from powder-coated MS sheet of minimum 1.2 mm thickness, capacity not less than 50 liters each, mounted on MS frame with proper locking and tilting mechanism, including all accessories, anchoring in concrete wherever necessary, and finishing complete as per instructions and to the satisfaction of the Engineer-in-Charge. 127.414 128.68814 4889.84 4938.7384 1524.484 1539.72884 222.566 224.79166 30.866 31.17466 6493.288 6558.22088 8258.958 8341.54758 8258.958 8341.54758 6493.288 6558.22088 8258.958 8341.54758 6493.288 6558.22088 6493.288 6558.22088 7790.542 7868.44742 5119.721 5170.91821 6536.494 6601.85894 660.44 667.0444 75.231 75.98331 104.909 105.95809 7741.769 7819.18669 283.794 286.63194 246.677 249.14377 295.564 298.51964 1398.505 1412.49005 1690.269 1707.17169 787.132 795.00332 910.167 919.26867 3686.979 3723.84879 275.557 278.31257 797.725 805.70225 3899.845 3938.84345 101.717 102.73417 8970.185 9059.88685 764.237 771.87937 133.247 134.57947 112.015 113.13515 217.683 219.85983 82.66 83.4866 71.564 72.27964 47.557 48.03257 1209.255 1221.34755 281.495 284.30995 690.052 696.95252 604.371 610.41471 738.217 745.59917 10718.271 10825.45371 3801.539 3839.55439 512.82 517.9482 1083.105 1093.93605 643.112 649.54312 250.354 252.85754 206.131 208.19231 108.69 109.7769 29.982 30.28182 77.207 77.97907 116.926 118.09526 91.447 92.36147 147.659 149.13559 337.298 340.67098 155.154 156.70554 89.128 90.01928 3182.5 3214.325 931.0 940.31 1928.595 1947.88095 623.628 629.86428 191.881 193.79981 2432.0 2456.32 9.747 9.84447 16045.5 16205.955 52.469 52.99369 3148.3 3179.783 78.85 79.6385 33.735 34.07235 191.881 193.79981 4857.825 4906.40325 5747.358 5804.83158 2842.4 2870.824 61.019 61.62919 70.167 70.86867 742.805 750.23305 363.793 367.43093 589.124 595.01524 481.27 486.0827 412.253 416.37553 1187.5 1199.375 270.912 273.62112 97.736 98.71336 107.93 109.0093 94.649 95.59549 39.264 39.65664 214.092 216.23292 260.462 263.06662 679.25 686.0425 1159.0 1170.59 247.0 249.47 209.0 211.09 394.25 398.1925 346.75 350.2175 209.0 211.09 190.0 191.9 166.25 167.9125 327.75 331.0275 242.25 244.6725 80.75 81.5575 52.25 52.7725 66.5 67.165 42.75 43.1775 95.0 95.95 66.5 67.165 57.0 57.57 38.0 38.38 357.333 360.90633 385.9 389.759 288.24 291.1224 313.909 317.04809 396.027 399.98727 478.791 483.57891 16.692 16.85892 21.717 21.93417 26.097 26.35797 387.591 391.46691 446.776 451.24376 495.017 499.96717 7.895 7.97395 716.861 724.02961 533.416 538.75016 399.437 403.43137 1962.681 1982.30781 9167.044 9258.71444 397.461 401.43561 154.765 156.31265 335.768 339.12568 13.177 13.30877 115.359 116.51259 446.776 451.24376 2725.807 2753.06507 127.414 128.68814 502.835 507.86335 4889.84 4938.7384 1524.484 1539.72884 222.566 224.79166 30.866 31.17466 8258.958 8341.54758 8258.958 8341.54758 8258.958 8341.54758 6493.288 6558.22088 6493.288 6558.22088 7790.542 7868.44742 5119.721 5170.91821 6536.494 6601.85894 104.909 105.95809 7741.769 7819.18669 283.794 286.63194 246.677 249.14377 295.564 298.51964 1398.505 1412.49005 1690.269 1707.17169 1115.11 1126.2611 1165.071 1176.72171 275.557 278.31257 133.266 134.59866 122.816 124.04416 112.015 113.13515 494.513 499.45813 281.495 284.30995 690.052 696.95252 604.371 610.41471 738.217 745.59917 1382.925 1396.75425 820.012 828.21212 245.1 247.551 276.583 279.34883 320.806 324.01406 441.484 445.89884 873.972 882.71172 357.533 361.10833 439.233 443.62533 1215.022 1227.17222 1541.85 1557.2685 1541.85 1557.2685 355.291 358.84391 266.836 269.50436 100.444 101.44844 895.717 904.67417 500.698 505.70498 45600.0 46056.0 270.912 273.62112 38000.0 38380.0 97.736 98.71336 4275.0 4317.75 107.93 109.0093 94.649 95.59549 39.264 39.65664 214.092 216.23292 260.462 263.06662 252.786 255.31386 399.437 403.43137 533.416 538.75016 6949.307 7018.80007 127.414 128.68814 157.13 158.7013 4889.84 4938.7384 1506.292 1521.35492 1174.4 1186.144 1524.484 1539.72884 1613.499 1629.63399 751.526 759.04126 783.513 791.34813 5119.721 5170.91821 127.414 128.68814 4889.838 4938.73638 5290.852 5343.76052 6493.284 6558.21684 665.605 672.26105 7741.766 7819.18366 315.306 318.45906 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 23, 2026
17:00 IST
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Online submission via eProcurement portal.
Upcoming · 6 daysOct 23, 2026
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