Tender For Construction Of Sarain Bhawan Shri Jamula Mandir Village Darpoi, P.O. Peej. Development Block Kullu, Distt. Kullu, (Himachal Pradesh)
Tender Value
16.32 Lakhs
Estimated cost
Bid Submission
15 Jul 2026
4 days left
EMD
33000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kullu → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Sarain Bhawan Shri Jamula Mandir Village Darpoi, P.O. Peej. Development Block Kullu, Distt. Kullu, (Himachal Pradesh)
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in soil in Hilly area by mechinical /Manual means in all heights and depths all kinds of soil such as a pick work , jumper work , blasting work both in soft and hard rock with chiesling / wedging out rock (where blasting is prohibited ) and other intermediate classification of soil including cutting and trimming of side slopes and disposal unserviceable material by mechnical transport to designated dumping site and stacking the serviceable/ useful material as directed by the Engineer -in - Charge, muttams shall be left at suitable place as directed by Engineer- in - Charge and shall be removed only after attaining the formation level and after final checking of Engineer-in- Charge. The work shall be executed in workman like manner and avoid any damage to the private / Govt. property in the vicinity of work site , if any damage occurs to any property during the course of execution shall be the absolute responsibility of the contractor , which shall have to be duly compensated by him in all cases, including carriage of materials with in all leads, lifts and other incidentals. |
| 2 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation, trenches, drains (Any width or square metre on plan), including dressing of sides and ramming of bottoms, lift upto any height, including getting out the excavated soil and disposal of surplus excavated soil as directed in all kinds of classification, of soils such as pick work, jumper work, blasting work saturated soils including chiseling or any other mixed variety of soils, dewatering and / or removal of slush and other incidentals within all leads and lifts complete in all respect as per direction and satisfaction of Engineer-in-Charge. Any loss to the public or private property during the course of excavation shall be the sole responsibility of the contractor which shall have to be duly compensated by him at his own cost in all cases. |
| 3 | Providing and laying, mechanically mixed and vibrated cement concrete 1:4:8 (one cement : four sand : eight graded crushed stone aggregate 40 mm (forty millimeter) nominal size) in foundation and plinth including curing complete excluding the cost of form work but including carriage of material with in all leads, lift, and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 4 | Providing and laying, mechanically mixed and vibrated cement concrete 1:5:10 (one cement : Five sand : Ten graded crushed stone aggregate 40 mm (forty millimeter) nominal size) including curing complete excluding the cost of form work above plinth level up to floor all level including carriage of material within all leads, lifts and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 5 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (one cement : three coarse sand (zone - III) : six graded stone aggregate 20 mm nominal size) over 75 mm (seventy five milimetre) thick bed of dry brick ballast 40 mm (forty mimi metre) nominal size, well rammed and consolidated and grouted with fine sand, including carriage of materials with in all leads, lifts and other incidentals complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 6 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) mechanically mixed, vibrated and curing complete as required including carriage of materials with in all leads, lifts and other incidentals or as per the direction and to the entire satisfaction of Engineer-in-Charge. |
| 7 | Reinforced cement concrete work in walls any thickness including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor all level excluding the cost of centering, shuttering, finishing and reinforcement in secified grade of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) mechanically mixed, vibrated and curing complete as required including carriage of materials with in all leads, lifts and other incidentals or as per the direction and to the entire satisfaction of Engineer-in-Charge. |
| 8 | Reinforced cement concrete work in Beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor all levels excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) mechanically mixed, vibrated and curing complete including carriage of materials with in all leads, lifts and other incidentals or as per the direction and to the entire satisfaction of Engineer-in-Charge. |
| 9 | Reinforcement cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15° (fifteen degree) up to all floor level excluding the cost of centring, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) mechanically mixed vibrated and curing complete including carriage of materials with in all leads, lift and other incidentals as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 10 | Providing form work with steel plates 3.15 mm ( three point fifteen millimetre ) thick welded with angle iron in frame 30x30x5 mm (Thirty millimetre x Thirty millimetre x five millimetre) so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens and ballies in any height of propping and centering below supporting floor to ceiling upto floor all level and removal of the same for in-situ reinforced concrete and plain concrete work including carriage of materials with in all leads, lifts and other incidentals or as per direction of Engineer-in-charge in:- |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete |
| 12 | Suspended floors, roofs, landings, balconies and access platform. |
| 13 | Lintels, beams, plinth beams, girders,bressumers and cantilevers. |
| 14 | Columns, pillars, posts and struts square, rectangular or polygonal in plan as required. |
| 15 | Stairs, (excluding landings) except spiral stair cases. |
| 16 | Edges of slab and breaks in floor and walls under 20 cm wide as required. |
| 17 | Providing tor steel reinforcement TMT bars of grade Fe-500 D or more ISI make high yield strength for reinforced cement concrete work including straightening, cutting ,bending, binding and placing in position and cost of binding wire complete up to floor all levels including carriage of material with in all leads, lifts and other incidentals complete as per direction and to the entire satisfaction of Engineer-in-Charge |
| 18 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth im cement mortar 1:6 ( 1 cement:6 coarse sand) including curing complete and carriage of material with in all leads, lifts and other incidentals, complete as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 19 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor all level in all shapes and sizes in cement mortar 1:6 (one cement : six sand) including curing complete and carriage of material with in all leads, lifts and other incidentals, complete as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 20 | Random rubble masonry with hard stone of approved quailty in foundation and plinth including levelling up with cement concrete 1:6:12 (one cement : six coarse sand : twelve graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) including curing complete and carriage of materials with in all leads, lifts and other incidentals, complete as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 21 | Stone soling under floor complete as required including carriage of material with in all leads, lifts and other incidentals. |
| 22 | Providing edge moulding to 18 mm thick granite stone, marble or kota stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge including carriage of materials with in all leads, lifts and other incidentals. |
| 23 | Providing second class deodar wood work in frames of doors, windows, clerestory, windows and other frames wrought, framed and fixed in position, as required including carriage of materials with in all leads, lifts and other incidentals. |
| 24 | Providing and fixing 40 mm (forty millimeters) thick panelled glazed or panelled and glazed shutters for doors windows and clerestory windows, including black enameled iron butt hinges with necessary screws of second class deodar wood including carriage of material with in all leads , lifts and other incidentals |
| 25 | Providing 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 in side grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. Glazing with float glass pan 5mm ( five millimeters) thick (weight not less then 12.5 kg/sqm) plain glass panes with deodar wood beading complete as per direction of Engineer-in-charge including carriage of material with in all leads , lifts and other incidentals. |
| 26 | Providing and fixing 40 mm (forty millimeters) thick wire gauge shutters for doors windows and clerestory windows, using galvanized MS wire gauge of IS gauge desigination 85 G with wire of dia 0.56mm including black enameled iron butt hinges with necessary screws of second class deodar wood including carriage of material with in all leads , lifts and other incidentals . |
| 27 | Providing and fixing ISI marked flush door shutters 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws etc. 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 including carriage of materials with in all leads, lifts and other incidentals. |
| 28 | Providing and fixing Powder coated aluminium (minimum thickness of powder coating 50 micron) 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, Aluminium 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 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 including carriage of materials with in all leads, lifts and other incidentals. |
| 29 | Providing 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 8 mm thickness(weight not less than 20 kg/ sqm) including carriage of materials with in all leads, lifts and other incidentals. |
| 30 | Providing extra for lipping with 2nd class teak wood battens 25 mm (twenty-five milimetre) minimum depth on all edges of flush door shutters (over all area of door shutter to be measured) complete including carriage of materials with in all leads, lifts and other incidentals. |
| 31 | Providing and fixing 2nd class teak wood 50X20 mm wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 32 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete .Fixed to openings /wooden frames with rawl plugs screws etc. including carriage of materials with in all leads, lifts and other incidentals. |
| 33 | Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15 cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including carriage of materials with in all leads, lifts and other incidentals. |
| 34 | Providing and fixing Stainless Steel extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete including carriage of material with in all leads, lifts and other incidentals. |
| 35 | Providing and fixing 250 x 16 mm (two hundred fifty X sixteen milimetres) bright finished stainless steel sliding door bolts, ISI marked with nuts, bolts & screws complete with in all leads, lifts and other incidentals. |
| 36 | Providing and fixing bright finished stainless steel tower bolts, ISI marked with screws complete with in all leads, lifts and other incidentals. |
| 37 | 200 x 10 mm (two hundred X ten mili metres) |
| 38 | 100 x 10 mm (one hundred fifty X ten mili metres) |
| 39 | Providing and fixing 50 cm long Stainless Steel kicking plate of size 100x3.15 mm, to required colour or shade, with necessary screws etc. complete with in all leads, lifts and other incidentals. |
| 40 | Providing and fixing stainless steel handles, ISI marked with screws complete with in all leads, lifts and other incidentals. |
| 41 | 150 mm (one hundred fifty milimeter) |
| 42 | 100 mm (one hundred milimeter) |
| 43 | Providing and fixing twin rubber stopper Stainless Steel hanging floor door stopper, ISI marked, with necessary screws etc. complete. with in all leads, lifts and other incidentals. |
| 44 | Providing and fixing 200 mm weighing not less than 240 gms bright finished Stainless Steel casement stays (straight peg type) , with necessary screws etc.complete. |
| 45 | Steel work in built up tubular (round, square orrectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete including carriage of materials with in all leads, lifts and other incidentals. |
| 46 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including carriage of materials with in all leads, lifts and other incidentals as per direction by the Engineer-in-Charge. . |
| 47 | Providing and laying vitrified floor tiles 600 mm x 600 mm x 10 mm with water absorption less than 0.08 % and conforming to IS: 15622, of approved make Kajaria/Nitco/Jonson tiles in all colours and shades, laid on 20 mm thick cement mortar 1:4 (one cement : four coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc. complete including carriage of material with in all leads, lifts and other incidentals as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 48 | Providing and laying Vitrified tiles 600 mm x 600 mm x 10 mm with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make Kajaria/Nitco/Jonson tiles in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (one cement : three coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete including carriage of materials with in all leads, lifts and other incidentals as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 49 | Providing 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. including carriage of materials with in all leads, lifts and other incidentals. |
| 50 | Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 51 | Granite stone slabs 18 mmthick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1cement :3 sand) and jointing with grey cement slurry mixed with pigment to match the shad of the slabs including rubbing and polishing complete as per direction and to the entire satisfaction of Engineer-in-Charge including carriage of material with in all leads, lifts and other incidentals |
| 52 | Providing and fixing 0.60 mm ( zero point sixty milimeters) thick prepainted steel sheet in roofing with hot dipped metallic zink coated sheet with top coat of regular modified polyster ( RNP ) organic coating of 20 microns over 5 microns primer coating to back coat of polyster of 5 microns over 5 microns primer coating including fixing with prepainted screws complete with all accesoriees as per the directon of engineer in charge including carriage of material with in all leads, lifts and other incidentals. |
| 53 | Providing and fixing ridges or hips 60 cm over all with 0.60 mm ( zero point sixty milimeters) thick prepainted steel sheet in roofing with hot dipped metallic zink coated sheet with top coat of regular modified polyster ( RNP ) organic coating of 20 microns over 5 microns primer coating to back coat of polyster of 5 microns over 5 microns primer coating including fixing with prepainted screws complete with all accesoriees as required as per the directon of engineer in charge including carriage of material with in all leads lifts in all floors. |
| 54 | Providing and fixing M.S BP sheet 1.66 mm to 2 mm thick in eaves board / facia / soffit / ceiling including cutting fixing and welding to steel roof members and applying a coat of red lead primer complete as per the instructions of engineer in charge ( base members of steel work shall be measured and paid separtely including carriage of material with in all leads lifts in all floors as required as per the direction of Engineer-in-charge. |
| 55 | Providing and fixing Single socketed pipes 110 mm dia (one hundred ten mili metre) with minimum pressure of 4.5 kg/sqm on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, including carriage of materials with in all leads, lifts and other incidentals. |
| 56 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories of working pressure 4 Kgf/sq cm for unplasticised 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 including carriage of material in all leads & lifts and other incidentals. |
| 57 | 110 mm bend (one hundred ten mili metres) |
| 58 | 110 mm shoe (one hundred ten mili metres) |
| 59 | Providing and fixing 110 mm diameter (one hundred ten mili metres) unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm (fifty X fifty X fifty mili metres) hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (one cement : four coarse sand) and making good the wall etc. complete. including carriage of material with in all leads, lifts and other incidentals. |
| 60 | 6 mm (six millimeter) thick cement plaster to ceiling in cement mortar 1:3 (one cement : three sand) including carriage of material with in all leads, lifts and other incidentals. |
| 61 | 15 mm (fifteen millimeter) thick cement plaster in single coat on rough / fair side of brick /concrete / stone wall for interior plastering for all floors including arises internal rounded angles chafers and / or rounded angles chamfers and / or rounded angles not exceeding 80 mm (eighty millimeters )In girth and finished even and smooth in cement mortar 1:6 (one cement : six sand ) including carriage of material with in all leads, lifts and other incidentals as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 62 | Providing and applying white cement based putty of average thickness 1 mm (one milimeter), of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete including carriage of material with in all leads, lifts and other incidentals as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 63 | Distempering two coats with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 (fifty) grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. including carriage of material with in all leads, lifts and other incidentals as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 64 | Finishing 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 coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.75 ltr/10 sqm of approved brand and manufacture including carriage of material with in all leads, lifts and other incidentals as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 65 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture including carriage of material with in all leads, lifts and other incidentals as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 66 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10sqm) including carriage of material with In all leads, lifts in all floors and other incidentals completes as per direction and to the entire satisfaction of Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysJul 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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