Housing Urban and Rular Development Boards / Undertakings / PSU Closing in 0 days TDR #54342009

Tender For Rakshasanpara Tourism Project,Pathanamthitta District

Issued by Boards / Undertakings / PSU · Pathanamthitta, Kerala
Tender Value
90 Lakhs
Estimated cost
Bid Submission
09 Mar 2026
0 days left
EMD
20000
Bank guarantee accepted
Document Fee
1534
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Pathanamthitta → Kerala
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Rakshasanpara Tourism Project,Pathanamthitta District

BOQ

Name of Work:- Rakshasanpara Tourism Project,Pathanamthitta District
Sl. No. Item Description
1Yathi Smarakam - Library
2Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the areacleared
3Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches ordrains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming ofbottoms, lift up to 1.5 m, including getting out theexcavated soil and disposal of surplus excavated soilsas directed, within a lead of 50 m.Hard rock (blasting prohibited
4Providing and laying in position cement concrete of specified grade excluding the cost of centering andshuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40nominal size)
5Random rubble masonry with hard stone in foundation and plinth including levelling up with cementconcrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth]level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
6Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level,including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarsesand)
7Centering and shuttering including strutting, etc. and removal of form for: Foundations, footings, bases of columns, etc for mass concrete
8Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,landings, balconies and access platform
9Centering and shuttering including strutting, etc. and removal of form for: Columns, Pillars, Piers, Abutments, Posts and Struts
10Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams,girders bressumers and cantilevers
11Centering and shuttering including strutting, etc. and removal of form for:Arches, domes, vaults up to 6m span
12Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding 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)
13Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings,balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement :1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
14Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs havingslope more than 15 up to floor five level excluding the cost of centering, shuttering, finishing andreinforcement with 1:1.5:3 ( 1 cement :1.5 coarse sand(Zone III) : 3 graded stone aggregate 20 mmnominal size)
15Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position andbinding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
16Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
17Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
18Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.
19Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in:Cement mortar 1:4(1 cement: 4 coarse sand )
20Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc.Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately) :For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)
21For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron)
22Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS : 12823 Grade I Type II, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer - in- Charge.Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side
23Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer -in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0mm thickness
24Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door fame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer-in Charge.
25Providing and fixing to existing door frames 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. Galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness,fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge( For W.C. and bathroom door shutter).
26Providing 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. Fixed to steel windows by welding
27Providing and fixing 100 mm brass locks ( best make of approved quality ) for aluminium doors including necessary cutting and making good etc. complete
28Providing and fixing aluminium tower bolts, ISI marked, anodised(anodic coating not less than grade AC 10 as per : 1868), transparent or dyed to required colour or shade, with necessary screwscomplete:300x10 mm
29Providing 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
30Providing 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 colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.
31Providing and laying Vitrified tiles indifferent 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), including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm
32Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of Ist quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete.
33Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622(thickness to be specifiedby the manufacturer), of approved make, in all colours,shades except burgundy, bottle green, black of any size as approved by Engineerin-Charge,in skirting, risers of steps and dados, over 12 mm thick bedof cementmortar 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 matchingshade complete
349 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
3512 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)
36. Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C. kitchen and the like consisting of : i) I course of applying cement slurry @ 4.4 Kg/ sqm mixed with water proofing compound conforming to IS: 2645 in recommended proportions including rounding off junction of vertical and horizontal surface. ii) II course of 20 mm cement plaster 1:3 ( 1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface. iii) III course of applying blown or residual bitumen applied hot at 1.7 kg per sqm of area. iv) IV course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 Kg/ sqm.
37Applying one coat of water thinnable cement primer of approved brand and manufacture on wallsurface:Water thinnable cement primer
38Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
39Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
40Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work
41Providing 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 over 0.50 sqm
42Labour and material cost for etching on the surface of granite slab as per Architectural design and size . The surface is prepared and design is etched by skilled artist on the surface of granite slab. The rate is inclusive of material, labour etc complete
43Engraving letters in hard stone
44Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc.,including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting thesame with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessaryaccessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of thefloor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (forpayment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
45Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
46Crazy ceramic tile flooring, with under layer 12 mm thick cement mortar 1:4 (1 cement: 4 coarse sand), with joints not exceeding 5 mm, including filling the gaps with ordinary cement mixture & mixing withsynthetic polyester fibre, triangular in shape having specific gravity of 1.34 to 1.40, cross section size ranging from 10 to 40 micron & length upto 6 mm, mixing fibre @ 125 grams per 50 kg of cement in cement mortar, including, providing and mixing water proofing material in mortar @ 1 kg per 50 kg of cement in cement mortar, cement,all complete as per direction of Engineer-in-charge
4715 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:3 ( 1 Cement : 3 fine sand)
48. Providing and laying gang saw cut 30 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-charge. With granite stone of area less than 0.50 sqm.
49Providing and applying fibre reinforced elastomeric liquid water proofing membranewith resilient acrylicpolymers having Sun Reflectivity Index (SRI) of 105 on top ofconcrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming ofelastomeric waterproofing liquid (dilution with water in the ratio of 3:1)and twocoats of undiluted elastomeric waterproofing liquid (dry film thickness ofcompleteapplication/system not less than 500 microns). The operation shall be carried outafter scrapping and properly cleaning the surface to remove loose particles withwire brushes, complete in all respect as per the direction of Engineer-in-Charge
5018 mm thick plain cement mortar band in cement mortar 1:4 ( 1 cement : 4 fine sand): Raised Band
51PAVING,PROTECTION AND HAND RAILS FOR VIEW POINTS
52Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m .All kinds of soil.
53Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
54Earth 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 disposal of excavatedearth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Hard rock(blasting prohibited)
55Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
56Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarsesand)
57Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
58Providing and laying in position cement concrete of specified grade excluding the cost of centering andshuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40nominal size)
59Kota stone slab flooring over 20 mm ( average) thick base laid over and jointed with grey cement slurrymixed with pigment to match the shade of the slab, including rubbing and polishing complete with base ofcement mortar 1:4 (1 cement : 4 coarse sand)25 mm thick
60Providing 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 approves steel primer.G.I. Pipes
61Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work
62Drilling suitable holes in Rock, Reinforced or Plain Cement Concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in Rock, RCC beams, lintels, columns and slabs to introducesteel bars for anchorage in Foundations including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge. Upto and including 16mm dia bars
63Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature jointed with cement mortar 1:3 ( 1 cement : 3 coarse sand) , including making joints with or without grooves ( thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge ( length of finished kerb edging shall be measured for payment ). ( Precast C.C. kerb stone shall be approved by Engineer-in-Charge)
64Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work
65WALKWAY
66Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the areacleared.
67Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cmdeep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil
68Providing 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 approves steel primer.G.I. Pipes
69Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work
70Drilling suitable holes in Rock, Reinforced or Plain Cement Concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in Rock, RCC beams, lintels, columns and slabs to introducesteel bars for anchorage in Foundations including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge. Upto and including 16mm dia bars
71Providing and laying in position cement concrete of specified grade excluding the cost of centering andshuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40nominal size)
72Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
73Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
74Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature jointed with cement mortar 1:3 ( 1 cement : 3 coarse sand) , including making joints with or without grooves ( thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge ( length of finished kerb edging shall be measured for payment ). ( Precast C.C. kerb stone shall be approved by Engineer-in-Charge)
75Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work
76Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
77External Furniture
78Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m .All kinds of soil.
79Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
80Earth 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 disposal of excavatedearth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Hard rock(blasting prohibited)
81Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
82Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarsesand)
83Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in:Cement mortar 1:4(1 cement: 4 coarse sand )
84Kota stone slab flooring over 20 mm ( average) thick base laid over and jointed with grey cement slurrymixed with pigment to match the shade of the slab, including rubbing and polishing complete with base ofcement mortar 1:4 (1 cement : 4 coarse sand)25 mm thick
85Pointing on brick work or brick flooring with cement mortar 1:3 ( 1 cement : 3 fine sand): Flush/ Ruled /Struck or weathered pointing
86Plumbing
87Providing and fixing Disabled Toilet, Complete Set, including White Floor Mounted Water Closet, Plastic Cistern , Lid, Antimicrobial Seat Cover etc, Slim wall hunge wash basin with half pedestal with Clinical piller cock and with 1no of Hinged Arm, 760mm. Long, 3nos of Grab Rail, each of 600mm. long, and with all necessary accessories and fixed with Brackets Expansion/Rawl sleeves, stainless steel/ brass bolts/screws, nuts, washers etc, including cutting and making good the walls and floors wherever required. including all as per manufacture's and to the approval of Engineer-in-charge.
88Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630 x 450 mm with a single 15 mm C.P. brass pillar tap
89Providing 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
90Providing and fixing toilet paper holder:C.P. brass
91Supplying and fixing CP Health Faucet superior quality ( Jagur or equvalent make ) including cost ofmaterials and labour charges etc complete as per the direction of site Engineer-in-charge
92Providing and fixing PTMT Bottle Trap for Wash basin and sink.Bottle trap 31 mm single piece mouldedwith height of 270 mm, effective length of tail pipe 260 mm from the center of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms
93Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance fromwall of standard shape with bracket of the same materials with snap fittings of approved quality andcolour, weighing not less than 105 gms
94Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms
95Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked,with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflowpipes but without fittings and the base support for tank.
96Supplying and installing ready made PVC Septic tank including the cost of carriage, trenching, placing at
the level below ground level as specified as per the direction of engineer in charge(Provision for
CC/RCC/Sand/06mm aggregate for the preparation of bed shall be paid separately)4. 35 to 50 flush Capacity\\"
97Providing and fixing C.P brass bib cock of approved quality conforming to IS: 8931.15 mm nominal bore
98Providing and fixing PTMT grating of approved quality and colour. Rectangular type with openable circular lid 150 mm nominal size square 100 mm diameter of the inner hinged round grating
99Supplying and fixing PVC Floor Trap 100mmx75mm size with Jali including cutting open, boring through walls, RCC slabs etc. and making good the damages -MULTI FLOOR TRAP 110X75X40mm
100Providing 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 wall etc.20 mm nominal outer dia pipes
101Providing 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 wall etc.25 mm nominal outer dia pipes
102Providing 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. Internal work - Exposed on wall 25 mm nominal outer dia pipes
103Providing 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 wall etc. 32 mm nominal outer dia pipes
104Providing 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. 32 mm nominal outer dia pipes
105Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 6 Kgf/ cm2
106Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 75 mm dia 6Kgf/cm2 - External work- Exposed on wall
107Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2
108Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 6 Kgf/cm2 - External work - Exposed on wall
109Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 mm dia 6 Kgf/cm2 - External work- Exposed on wall
110Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 40 mm dia 6 Kgf/cm2 - External work - Exposed on wall
111Providing and fixing square-mouth S.W. gully trap class SP -1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 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 design: 100x100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
112Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) with R.C.C. top with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size,) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) finished with a floating coat of neat cement complete as per standard design: Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weigh of cover 23 kg and weight of frame 15 kg): With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
113Supply, erection, testing and commissioning of bore well submersible pump (transfer pump) 2 HP sets with all accessories
114Providing and installing soak pit of 1.2m diameter and 3 m depth including cost of carriage , trenching and placing at a level below ground level as specified as per the direction of engineer -in-charge
115Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings,balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement :1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
116Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
117Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,landings, balconies and access platform
118Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
119Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes
120Providing corrugate G.S. sheet roofing including vertical/ curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete ( up to 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. 1.00 mm thick with zinc coating not less than 275 gm/m2
121WIRING AND RELATED WORKS
1221.10.2. Wiring 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 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 B
1231.10.3. Wiring 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 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
1241.14.1. 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 required 2x1.5 sq.mm + 1x1.5 sq.mm earth wire
1251.14.2. 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 required 2X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
1261.14.3. 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 required 2 X 4 sq. mm + 1 X 4 sq. mm earth wire
1271.21.1. 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. 20 mm
1281.21.2. 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
1291.24.1. Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 5/6 amps switch
1301.24.4. Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 3 pin 5/6 amp socket outlet
1311.26. Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.
1321.27.4. Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required. 6 Module (200mmX75mm)
133CABLE, END TERMINATION AND CABLE TRAY
134Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required. 3 core 2.5 sq mm with factory made clamp
13590.12.1.41 Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in ground including excavation of trench of size 35 x 75 cm, refilling the trench etc. as required but excluding sand cushioning and protective covering (in ordinary soil). 4 core 16 sq mm
13690.12.7.41 Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required. 4 core 16 sq mm with factory made clamp
1379.1.33. Supplying 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 KV grade as required. 4 X 16 sq. mm (28mm)
13890.12.9.2. Supplying, laying and jointing of the following sizes of double wall corrugated (DWC) pipes made out of HDPE conforming to IS 14930 Part II for mechanical protection to underground power cables with all required accessories in ground in the existing trench 50/38 mm or nearest size
139DB AND ACCESSORIES
14090.11.1.10. Supply and installation of sheet steel, phosphatised and painted, dust and vermin proof enclosure of MCB DB including copper /brass bus bar, neutral link, earth bus and DIN rail suitable for fixing MCB/ isolator etc. fixed on wall using suitable anchor bolts or fixed in recess including cutting hole on the wall , making good the damages, colour washing etc. as required 4 way (8+12) - three phase double cover (IP 42/43)
1412.10.1. 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
1422.11. Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.
1432.13.1. Supplying and fixing following rating, four pole, 415 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 amps
1442.15.2. Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 amps
1452.17. Supplying and fixing TP sheet steel enclosure on surface/ recess along with 16/25/32amps 415 volts \\"C\\" curve TP MCB complete with connections, testing and commissioning etc. as required.
146Supply and Installation of IP 66/67 Thermoplastic Polycarbonate PC – GFS Junction Box with knockouts for cable entries for unprotected outdoor (UV resistance) The junction box shall fulfill the following standards 60670-22 CableJunction Box Size: 104 x 104 x 70mm Make- Hensel KF 0400 B
147Supply and Fixing of 40 A to 63 A, TP MCB (C curve), 10 kA breaking capacity in the existing MCB DB complete with connections, testing and commissioning etc. as required.
148EARTHING AND RELATED WORKS
1495.2. Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required
15090.16.1.3. Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required 3.15 mm copper conductor ( 10 SWG)
15190.16.5.3. Supply of superior quality copper earth socket for the following size of earth conductor including crimping etc. as required. 3.15 mm (10 SWG)
152ELECTRICAL FITTINGS
153Supply, conveyance, installation, testing and commissioning of 400 mm wall fan working on 230V/240V single phase A/C
154Supply and Installation of 10 W LED Batten 6500K working on 240 V AC supply including giving connection etc complete
155Supply, Installation, Testing and commissioning of 150 mm sweep Light Duty Exhaust fan in plastic body with self opening lowers working on 230V single phase A/C
156Supply and Installation of 10 W LED Bulk Head light fitting working on 240 V AC supply including giving connection etc complete
157Supply and Installation of 20 W LED Batten 6500K working on 240 V AC supply including giving connection etc complete
158Supply Conveyance Installation Testing and Commissioning of 20W LED Flood light output > 105lumen/W 4000-6000 K with IP 66 protection LED Chip make Cree/Lumilled/Nichea with power factor >0.95 at full load, internal surge protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing, acrylic cover complete with THD <10%, power factor >0.98, RoHS compliant, duly wired up for use on 230 V AC supply. Driver compartment should be seperatly accessible for maintenance (LM 79&80 certificates from NABL accredited Third party lab to be produced mentioning chip manufacturer)
159Supply and Installation of 18 W LED surface mount ceiling light fitting working on 240 V AC supply including giving connection etc complete
160METERING PANEL
161Supply, conveyance, installation, testing and commissioning of wall mounting fully partitioned, dust and vermin proof cubicle type Three Phase Metering Panel complying relevant IS.with hinged door for all switch gears compartments, earthing the door, including 63 A Cutout fuse unit, Provision for Three Phase meter & TPN Isolator. Including giving connections etc as required Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 54342009
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 90 Lakhs
LAST DATE 09-03-2026
Authority
Authority Name Habitat Technology Group
Work Description Tender for Rakshasanpara Tourism Project,Pathanamthitta District
Basic Detail
Tender No HTG/TRSM/RTP/2025-26/06
Bidding Type Tender
Location
City Pathanamthitta
State Kerala
Key Dates
Publish Date 02 Mar 2026
Submission Date 09 Mar 2026
Open Date 10 Mar 2026
Finance
Tender Value 90 Lakhs
Tender Fee 1534
EMD 20000
Exemption Available
Document List
8c3958ed-4c71-4629-9398-d7d2de2984b3.html
Tendercondition.pdf
Tendernotice_1 (1).pdf
BOQ_1421340.xls
Drawings.pdf

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Tender Timeline

Mar 02, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Mar 09, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Mar 10, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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html

8c3958ed-4c71-4629-9398-d7d2de2984b3.html

pdf

Tendercondition.pdf

pdf

Tendernotice_1 (1).pdf

xls

BOQ_1421340.xls

pdf

Drawings.pdf

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