Housing Urban and Rular Development Government Departments Closing in 10 days TDR #57112441

Tender For Construction Of 04 Acrs With Seperate Toilet Complex For Boys And Girls At Hss Chattraltehsil Mendhar District Poonch Under Capex Budget 2025-26 (Ut Sector).

Issued by Government Departments · Punch, Jammu And Kashmir
Tender Value
1.51 Crore
Estimated cost
Bid Submission
11 Sep 2026
10 days left
EMD
3.02 Lakhs
Bank guarantee accepted
Document Fee
2600
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Punch → Jammu And Kashmir
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Construction Of 04 Acrs With Seperate Toilet Complex For Boys And Girls At Hss Chattraltehsil Mendhar District Poonch Under Capex Budget 2025-26 (Ut Sector).

BOQ

Name of Work:- Construction of 04 ACRS With seperate Toilet complex for Boys and Girls At HSS ChattralTehsil Mendhar District Poonch under Capex Budget 2025-26 (UT SECTOR).
Sl. No. Item Description
1Dismentaling
2Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceablematerial within 50 meters lead as per direction of Engineer-in-charge: In cement mortar
3Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge:1:4:8 or leaner mix (i/c equivalent design mix)
4Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 meters lead :Of area beyond 3 sqm.
5Dismantling wood work in frames, trusses, purlins and rafters upto 10 meters span and 5 meters height including stacking the material within 50meters lead : Of sectional area 40 sqcm. and above
6Dismantling roofing including ridges, hips valleys and gutters etc., and stacking the material within 50 meters lead of : G.S. Sheet
7Carriages of materials by mechanical transport including loading unloading and staking lime moorum building rubish 05 km By MT avg.
8Carriages of materials by mechanical transport including loading unloading and staking Steel/CGI Sheets 05 km By MT avg.
9Civil Work
10Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) includingdisposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.2.7.1 All kinds of soil :
11Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material :2.10.1 All kinds of soil :
12Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
13Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
14Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete
15CEMENT CONCRETE (CAST-IN-SITU)Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
16CEMENT CONCRETE (CAST-IN-SITU)Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
17CEMENT CONCRETE (CAST-IN-SITU)Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
18CEMENT CONCRETE (CAST-IN-SITU)Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
19CAST-IN-SITUProviding and laying in position specified grade of reinforced cement concrete includingcuring but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
20Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering,Finishing and reinforcement.:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
21Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°,landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering,finishing and reinforcement with:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
22Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15° upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with: 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
23Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
24Centering and shuttering including strutting, propping etc. and removal of form work for:. Foundations, footings, bases for columns
25Centering and shuttering including strutting, propping etc. and removal of form work for:.Columns, pillars, piers, abutments, posts and struts.
26Centering and shuttering including strutting, propping etc. and removal of form for:Lintel, beams, plinth beams, girders, bressumers and cantilevers.
27Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platforms.
28Centering and shuttering including strutting, propping etc. and removal of form forEdges of slabs and breaks in floors and walls Under 20 cm wide
29Centering and shuttering including strutting, propping etc. and removal of form for:Stairs (excluding landings) except spiral staircases.
30Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in Cement mortar 1:6 ( 1 cement : 6 coarse sand)
31Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
32Frames and trusses Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately): Sal wood
33Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st classhard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 9.21.1 With ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws
34Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to bemeasured)
35Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured).
36Providing 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 approvedsteel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc.
37P/F of FLOAT GLASS PANES 5.0 mm thick glass pane (weighing not less than 12.50 kg/sqm)
38Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cementconcrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
39Providing and fixing bright finished brass door latch with necessary screws etc.complete. : 300x16x5 mm
40Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete. :9.75.1 250x10 mm
41Providing and fixing bright finished brass handles with screws etc. complete : 125 mm
42Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete
43Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame andadjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glasspanes, wire mesh and silicon sealent shall be paid separately)Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Areaof window above 1.75 sqm).
44Cost for 6 mm thick clear heat strengthened glass
45Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
46Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, includingapplying priming coat of approved steel primer.10.26.1 M.S. tube
47VITRIFIED FLOOR TILESProviding 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 20mm thick cement mortar 1:4 (1cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete Size of tile 600x600 mm
48Providing and laying Vitrified 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 brand & manufacturer, in all colours and shades, in skirting, riser of steps, laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting of joints to be made separately). Size of tile 600x600 mm
49Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slabover 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and asdirected by the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
50Stone tile work for wall lining upto 10m height with special adhesive like araldite or equivalent over 12mm thick bed of cement mortar 1: 3 (1 cement : 3 coarse sand) including pointing in white cement with an admixture of pigment to match the stone shade.7.40.1 8mm thick (mirror polished and machine cut edges)
51Providing edge moulding to 18 mm/16 mm thick marble stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite Work
52CEMENT PLASTER (IN FINE SAND)12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand)
5315mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 fine sand) 1 : 6 ( 1 cement : 6 fine sand)
546MM CEMENT PLASTER6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand)
55Finishing with Deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers’ specifications:Painting wood work with deluxe multi surface paint of required shade. Two or more coats applied @ 0.90litre/10sqm over anunder coat of primer applied @ 0.75litre/10sqm of approved brand and manufacture
56Providing and applying white cement based putty of specified thickness,of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 2 mm thick
57Applying priming coats with primer of approved brand and manufacture,having low VOC (Volatile Organic Compound) content.With water thinnable cement primer on wall surface having VOC content less than 50 grams/liter
58Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound) content less than 50 grams/ liter, of approved brand and manufacture, including applying additional coats wherever required,to achieve even shade and colour. Two coats
59Finishing wall with premium acrylic smooth exterior paint with silicone additives of required shade on New work (two or more coats applied @ 1.43 liter/10sqm over and including priming coat of water exterior paintapplied @ 2.20kg/10sqm)
60Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work.
61Providing 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 50mm thick compacted bed of sand, compacting and proper embedding/laying ofinter 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 sweepingextra sand complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern
62Providing and fixing inaguration stone of Granite (size 3'0''X2'-0'')Including engraving writing and fixing in wall including construction of pedestal complete job.
63Providing and laying integral cement based water proofing treatment including preparation of surfaces as required for treatment of roofs, balconies, terraces etc consisting of following operations. a) Applying a slurry coat of neat cement using 2.75kg/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 300mm height including cleaning the surface before treatment.b) Laying brick bats with mortar using broken bricks/ Brick Bats 25mm to 115mm 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 20mm thick layer of cement mortar of mix 1:5 (1 Cement : 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineerin-charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of Junctions of walls and slabs) c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/sqm of cement admixed with water proofing compound conforming to IS 2645 and approved by Engineer-in-charge. d) finishing the surface with 20mm thick joint less 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 300x300mm/sq 3mm 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 Engineerin-charge.23.7.1 With average thickness of 120mm and minimum thickness at khurra as 65 mm
64Carriage of sand avg lead 200 Km By MT.
65Carriage of Stone Aggregate below 40mm avg lead 10 Km By MT.
66Carriage of Stone Aggregate above 40mm avg lead 10 Km By MT.
67Carriage of Bricks avg lead 200 Km By MT.
68Girls Toilets Blocks Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :
69Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.All kinds of soil :
70Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, lead upto 50Mt & lift upto 1.50M.
71Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
72Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete.
73Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
74Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
75Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size).
76Providing 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 mm nominal size).
77CAST-IN-SITU Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).
78Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).
79Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).
80Steel Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars of grade Fe-500D or more.
81Centering and shuttering including strutting, propping etc. and removal of form work for:. Foundations, footings, bases for columns
82Centering and shuttering including strutting, propping etc. and removal of form work for:.Columns, pillars, piers, abutments, posts and struts.
83Centering and shuttering including strutting, propping etc. and removal of form for:Lintel, beams, plinth beams, girders, bressumers and cantilevers.
84Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platforms.
85Centering and shuttering including strutting, propping etc. and removal of form forEdges of slabs and breaks in floors and walls Under 20 cm wide
86Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in Cement mortar 1:6 ( 1 cement : 6 coarse sand)
87Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
88Half brick masonryHalf brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in foundations and plinth including curing in :Cement mortar 1:3 ( 1 cement : 3 coarse sand).
89Extra for half Brick masonry in superstructure above plinth level upto floor V level.
90Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry.
91CERAMIC GLAZED TILES 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 @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
92Frames and trusses Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately): Sal wood
93Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. With ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws - 35 MM THICK.
94Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
95Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured).
96Providing 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 openings / wooden frames with rawl plugs screws etc.
97Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. Float glass panes. 5.0 mm thick glass pane (weighing not less than 12.50 kg/sqm).
98Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).doors.
99Providing and fixing bright finished brass door latch with necessary screws etc. complete. : 300x16x5 mm, DOORS.
100Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete.250x10 mm,DOOR SHUTTERS.
101Providing and fixing bright finished brass handles with screws etc. complete :125 mm 2 handles per shutter DOORS.
102Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete,Twin rubber stopper.
103Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto1.75 sqm).
104Cost for 6 mm thick clear heat strengthened glass.
105Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
106Providing and laying matt finished vitrified tile of specified size having water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in outdoor floors such as footpath, court yard multi models etc., laid on 20mm thick base of cement mortar 1:4 (1cement: 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as direction of Engineer-in-Charge. 300x300x9.8 mm
107Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.
108Stone tile work for wall lining upto 10m height with special adhesive like araldite or equivalent over 12mm thick bed of cement mortar 1: 3 (1 cement : 3 coarse sand) including pointing in white cement with an admixture of pigment to match the stone shade.8mm thick (mirror polished and machine cut edges)Granite stone of any colour and shade.
109Providing edge moulding to 18 mm/16 mm thick marble stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.Granite work.
110CEMENT PLASTER (IN FINE SAND)12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand)
11115mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 fine sand) 1 : 6 ( 1 cement : 6 fine sand)
1126MM CEMENT PLASTER6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand)
113Finishing with Deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers’ specifications:Painting wood work with deluxe multi surface paint of required shade. Two or more coats applied @ 0.90litre/10sqm over anunder coat of primer applied @ 0.75litre/10sqm of approved brand and manufacture
114Providing and applying white cement based putty of specified thickness,of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 2 mm thick
115Applying priming coats with primer of approved brand and manufacture,having low VOC (Volatile Organic Compound) content.With water thinnable cement primer on wall surface having VOC content less than 50 grams/liter
116Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound) content less than 50 grams/ liter, of approved brand and manufacture, including applying additional coats wherever required,to achieve even shade and colour. Two coats
117Finishing wall with premium acrylic smooth exterior paint with silicone additives of required shade on New work (two or more coats applied @ 1.43 liter/10sqm over and including priming coat of water exterior paintapplied @ 2.20kg/10sqm)
118Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work.
119Providing and laying integral cement based water proofing treatment including preparation of surfaces as required for treatment of roofs, balconies, terraces etc consisting of following operations.a) Applying a slurry coat of neat cement using 2.75kg/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 300mm height including cleaning the surface before treatment.b) Laying brick bats with mortar using broken bricks/ Brick Bats 25mm to 115mm 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 20mm thick layer of cement mortar of mix 1:5 (1 Cement : 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer in-charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of Junctions of walls and slabs)c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/sqm of cement admixed with water proofingcompound conforming to IS 2645 and approved by Engineer-in-charge.d) finishing the surface with 20mm thick joint less 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 300x300mm/sq 3mm 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 Engineer in-charge.
120Carriage of sand avg lead 200 Km By MT.
121Carriage of Stone Aggregate below 40mm avg lead 10 Km By MT.
122Carriage of Stone Aggregate above 40mm avg lead 10 Km By MT.
123Carriage of Bricks avg lead 200 Km By MT.
124Boys Toilets Blocks Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :
125Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.All kinds of soil :
126Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, lead upto 50Mt & lift upto 1.50M.
127Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
128Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete.
129Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
130Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
131Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size).
132Providing 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 mm nominal size).
133CAST-IN-SITU Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).
134Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).
135Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size).
136Steel Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete.Thermo-Mechanically Treated bars of grade Fe-500D or more.
137Centering and shuttering including strutting, propping etc. and removal of form work for:. Foundations, footings, bases for columns
138Centering and shuttering including strutting, propping etc. and removal of form work for:.Columns, pillars, piers, abutments, posts and struts.
139Centering and shuttering including strutting, propping etc. and removal of form for:Lintel, beams, plinth beams, girders, bressumers and cantilevers.
140Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platforms.
141Centering and shuttering including strutting, propping etc. and removal of form forEdges of slabs and breaks in floors and walls Under 20 cm wide
142Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in Cement mortar 1:6 ( 1 cement : 6 coarse sand)
143Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
144Half brick masonryHalf brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in foundations and plinth including curing in :Cement mortar 1:3 ( 1 cement : 3 coarse sand).
145Extra for half Brick masonry in superstructure above plinth level upto floor V level.
146Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry.
147CERAMIC GLAZED TILES 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 @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
148Frames and trusses Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately): Sal wood
149Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. With ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws - 35 MM THICK.
150Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
151Providing 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 openings / wooden frames with rawl plugs screws etc.
152Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. Float glass panes. 5.0 mm thick glass pane (weighing not less than 12.50 kg/sqm).
153Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).doors.
154Providing and fixing bright finished brass door latch with necessary screws etc. complete. : 300x16x5 mm, DOORS.
155Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete.250x10 mm,DOOR SHUTTERS.
156Providing and fixing bright finished brass handles with screws etc. complete :125 mm 2 handles per shutter DOORS.
157Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete,Twin rubber stopper.
158Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto1.75 sqm).
159Cost for 6 mm thick clear heat strengthened glass.
160Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
161Providing and laying matt finished vitrified tile of specified size having water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in outdoor floors such as footpath, court yard multi models etc., laid on 20mm thick base of cement mortar 1:4 (1cement: 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as direction of Engineer-in-Charge. 300x300x9.8 mm
162Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.
163Stone tile work for wall lining upto 10m height with special adhesive like araldite or equivalent over 12mm thick bed of cement mortar 1: 3 (1 cement : 3 coarse sand) including pointing in white cement with an admixture of pigment to match the stone shade.8mm thick (mirror polished and machine cut edges)Granite stone of any colour and shade.
164Providing edge moulding to 18 mm/16 mm thick marble stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.Granite work.
165CEMENT PLASTER (IN FINE SAND)12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand)
16615mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 fine sand) 1 : 6 ( 1 cement : 6 fine sand)
1676MM CEMENT PLASTER6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand)
168Finishing with Deluxe multi surface paint system for interiors and exteriors using primer as per manufacturers’ specifications:Painting wood work with deluxe multi surface paint of required shade. Two or more coats applied @ 0.90litre/10sqm over anunder coat of primer applied @ 0.75litre/10sqm of approved brand and manufacture
169Providing and applying white cement based putty of specified thickness,of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 2 mm thick
170Applying priming coats with primer of approved brand and manufacture,having low VOC (Volatile Organic Compound) content.With water thinnable cement primer on wall surface having VOC content less than 50 grams/liter
171Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound) content less than 50 grams/ liter, of approved brand and manufacture, including applying additional coats wherever required,to achieve even shade and colour. Two coats
172Finishing wall with premium acrylic smooth exterior paint with silicone additives of required shade on New work (two or more coats applied @ 1.43 liter/10sqm over and including priming coat of water exterior paintapplied @ 2.20kg/10sqm)
173Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work.
174Providing and laying integral cement based water proofing treatment including preparation of surfaces as required for treatment of roofs, balconies, terraces etc consisting of following operations.a) Applying a slurry coat of neat cement using 2.75kg/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 300mm height including cleaning the surface before treatment.b) Laying brick bats with mortar using broken bricks/ Brick Bats 25mm to 115mm 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 20mm thick layer of cement mortar of mix 1:5 (1 Cement : 5 coarse sand) admixed with water proofing compound conforming to IS 2645 and approved by Engineer in-charge to required slope and treating similarly the adjoining walls upto 300mm height including rounding of Junctions of walls and slabs)c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/sqm of cement admixed with water proofingcompound conforming to IS 2645 and approved by Engineer-in-charge.d) finishing the surface with 20mm thick joint less 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 300x300mm/sq 3mm 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 Engineer in-charge.
175Carriage of sand avg lead 200 Km By MT.
176Carriage of Stone Aggregate below 40mm avg lead 10 Km By MT.
177Carriage of Stone Aggregate above 40mm avg lead 10 Km By MT.
178Carriage of Bricks avg lead 200 Km By MT.
179Plumbing and sanitary installation. Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 liter 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: W.C. pan with ISI marked white solid plastic seat and lid.
180Providing 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:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer.
181Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
182Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge.
183Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C waste fittings complete: Semi rigid pipe - 40 MM DIA.
184Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing.Rectangular shape 1500x450 mm.
185Providing and fixing toilet paper holder with Flap made out of C.P Brass .
186Providing and fixing PTMT soap dish holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106gms. .
187Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with a minimum distance of 37 mm from wall face with concealed fittings arrangements of approved quality and colour, weighing not less than 88 gms.
188Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge
189Providing and fixing 15 mm nominal bore C.P. brass bib cock of approved quality conforming to IS : 8931
190Providing and fixing 15 mm nominal bore C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms
191Providing and fixing 15 mm nominal bore C.P. stop cock (concealed) of standard design and of approved make conforming to IS : 8931
192Providing and fixing 15 mm nominal bore C.P. brass angle valve for basin mixer and geyser points of approved make conforming to IS : 8931
193Providing and fixing on wall face and on ground un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring confirming to IS:5283 leaving 10 mm gap for thermal expansion. Single socketed pipes 110 mm diameter
194Providing and fixing on wall face and on ground un-plasticized - PVC moulded fittings / accessories for un plasticized Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. Coupler 110 mm
195Bend 87.5° 110 mm bend
196Shoe (plain) 110 mm shoe
197Providing and Fixing of Floor Traps 110 mm with double chrome plated Cover one Grated and one closed and all other fittings required. Makes:- Astral/SFMC/Finolex
198Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarsesand (zone- III) : 8 graded stone aggregate 40 mm nominal size),inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size) finished with a floatingcoat 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 (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5
199Supply, Installation of PVC Gully Trap of Size 110 mm
200Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-charge.(SDR-11) Internal work Concealed fixing the pipe with clamps at 1.00 meter spacing including cutting chases and making good the wall etc. 15mm nominal outer dia pipes
20120mm nominal outer dia pipes
20225mm nominal outer dia pipes
203External work including trenching and refilling etc.complete 40mm nominal outer dia pipes.
204Providing and fixing unplasticised PVC connection pipe with brass unions: 45 cm length
20515 mm nominal bore Cutting holes upto 30x30 cm in walls including making good the same with common burnt clay F.P.S.(non modular) bricks
206Providing & fixing full way lever operated forged brass ball valve of brass body with forged brass hard chrome plated steel ball tested to a pressure not less than 16 Kg / sqcm with threaded / flanged joints complete with nuts, bolts, gaskets, washers etc. 25 mm Diameter
207Providing & fixing full way lever operated forged brass ball valve of brass body with forged brass hard chrome plated steel ball tested to a pressure not less than 16 Kg / sqcm with threaded / flanged joints complete with nuts, bolts, gaskets, washers etc. 32 mm Diameter
208Making soak pit 2.5 m diameter 3.0 meter deep with 45x45 cm dry brick honey comb shaft with common burnt clay (non modular) bricks of class designation 7.5 bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design
209Providing 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.
210Supply,Installation,Testing and Commissioning of water Pump with a Discharge of 6.0 Cu.m/hr @Head of 45 Meters Complete with all accessories including header Pipes, allied materials and automatic Control Panel.
211Water Tank and Septic Tank Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :
212Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. All kinds of soil :
2131:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
214CAST-IN-SITU Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
215Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
216Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
217Steel Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete UPTO PLINTH LEVEL Thermo-Mechanically Treated bars of grade Fe-500D or more M-20 Quantity below plinth in Cum
218Steel 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 M-20 Quantity above plinth in Cum
219Centering and shuttering including strutting, propping etc. and removal of form work for :-Foundations, footings, bases of columns etc. for mass concrete
220Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
221Suspended florrs, roofs, landings, balconies and access platforms
222Edges of slabs and breaks in floors and walls Under 20 cm wide
223Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand)
224Half brick masonryHalf brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in foundations and plinth including curing in : Cement mortar 1:3 ( 1 cement : 3 coarse sand)
225Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry.
226CEMENT PLASTER (IN FINE SAND)12mm Cement plaster of mix: 1:6 (1 cement : 6 fine sand)
227Making soak pit 2.5 m diameter 3.0 meter deep with 45x45 cm dry brick honey comb shaft with common burnt clay (non modular) bricks of class designation 7.5 bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design .
228Carriage of sand avg lead 200 Km By MT.
229Carriage of Stone Aggregate below 40mm avg lead 10 Km By MT.
230Carriage of Stone Aggregate above 40mm avg lead 10 Km By MT.
231Carriage of Bricks avg lead 200 Km By MT. Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57112441
AUTHORITY Government Departments
TENDER VALUE 1.51 Crore
LAST DATE 11-09-2026
Authority
Authority Name Public Works Department
Work Description Tender for Construction Of 04 Acrs With Seperate Toilet Complex For Boys And Girls At Hss Chattraltehsil Mendhar District Poonch Under Capex Budget 2025-26 (Ut Sector).
Basic Detail
Tender No e-NIT No 67 of 2026-27 Dated 20-08-2026
Bidding Type Tender
Location
City Punch
State Jammu And Kashmir
Key Dates
Publish Date 20 Aug 2026
Submission Date 11 Sep 2026
Open Date 12 Sep 2026
Finance
Tender Value 1.51 Crore
Tender Fee 2600
EMD 3.02 Lakhs
Exemption Not Available
Document List
865d42ed-350c-4f93-a4c6-b5d929b20e58.html
BOQ_1075015.xls
Tendernotice_1.pdf

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Tender Timeline

Aug 20, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 11, 2026
17:00 IST

Bid Submission Deadline

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Upcoming · 10 days
Sep 12, 2026

Bid Opening Date

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Upcoming · 11 days

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