Environment and Forests Government Departments Closing in 0 days TDR #57378926

Tender For Construction Of Nature Interpretation Center , Interior Displays & Furniture , Construction Of Entry Barrier At Jai Gathi With One Room, Criss-Cross Fencing Of (Forest Hut &Naturre Interpretention Center) With Angle Iron Post , Creation Of

Issued by Government Departments · Doda, Jammu and Kashmir
Tender Value
70 Lakhs
Estimated cost
Bid Submission
14 Sep 2026
0 days left
EMD
2.10 Lakhs
Bank guarantee accepted
Document Fee
1600
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Construction Of Nature Interpretation Center , Interior Displays & Furniture , Construction Of Entry Barrier At Jai Gathi With One Room, Criss-Cross Fencing Of (Forest Hut &Naturre Interpretention Center) With Angle Iron Post , Creation Of Forest Trail,Signage ,Dustbin And Solar Lights , Construction Of Ornamental Woodenfoot Bridge Overjai Nallah ,Bhaderwah Forest Division, Under Capex Budget (Jai Valley Eco-Park ) For The Year 2026-27

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 07-Sep-2026 Date Date 14-Sep-2026

BOQ

Name of Work:- Construction of Nature Interpretation Center , Interior Displays & Furniture , Construction of Entry Barrier at Jai Gathi with One Room, Criss-Cross Fencing of (Forest Hut &Naturre Interpretention Center) with Angle Iron Post , Creation of Forest Trail,Signage ,Dustbin and Solar Lights , Construction of Ornamental WoodenFoot Bridge OverJai Nallah ,Bhaderwah Forest Division, Under CAPEX Budget (Jai Valley Eco-Park ) for the year 2026-27
Sl. No. Item Description
1Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared
2Earth 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. 80% Hard Soil
3Earth 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. 20%All Kind of Soil
4Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: 25 meter beyond 1 m from cutting edge 80% Hard Soil
5Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: 25 meter beyond 1 m from cutting edge 20%All Kind of Soil
6Earth work in excavation by manual means over areas (Exceeding 30 em and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. on plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be levelled and neatly dressed in : All kinds of Soil
7Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:5:10 (1 Cement : 5 coarse sand :10 graded stone aggregate 40 mm nominal size)
8Providing 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)
9Providing 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)
10Providing and laying River Bed Material in layer not exceeding 20 cm in depth incuding spreading ,watering and compacting complete job
11Brick work with common burnt clay F.P.S.(non-modualar) bricks of class designation 75 insuper structure Cement mortar 1:6 ( 1 cement : 6 fine sand)
12Brick work with common burnt clay F.P.S.(non-modualar) bricks of class designation 75 insuper structure Cement mortar 1:6 ( 1 cement : 6 fine sand) Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
13Providing and laying damp-proof course 5Crnm thick with cement concrete 1:2:4 (1 cement : 2 co.:Hse sand 4 graded stone aggregate 20mm nominal size i Nallah
14Half brick masonry with common burnt clay (non-modular) bricks of class designation in foundations and plinth including curing in :1 Cement mortar 1:3 ( 1 cement : 3 coarse sand) Extra for half Brick masonry in superstructure above plinth level upto floor V level
1512mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 4 ( 1 cement : 4 fine sand)
16Cement concrete flooring 1:2:4 ( 1 cement: 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.50 mmthick with 20mm nominal size stone aggregate.Crushed.
17Reinforced 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)
18Reinforced 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)
19Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
20Centring and shuttering including strutting, propping, etc.and removal of form for suspended floors, roofs, landings, balco-nies and access platform with water proof ply 12mm thick
21Centring and shuttermg including strutting, propping etc. and removal of form for· Foundations: footings, bases of columns etc. for mass concrete.
22Centring and shuttermg including strutting, propping etc. and removal of form for· Lintel, beams, plinth beams, girders, bressumers and cantilevers.
23Centring and shuttermg including strutting, propping etc. and removal of form for· Columns, piers, abutments, pillars, posts and struts
2415mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 fine sand)
2512mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand
26Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand and manufacturer, in all colours and shades, 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 (Paymentfor grouting of joints to be made separately). Size of tile 600x600 mm
27Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours and shades,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 and matching pigments etc. complete. Size of tile 600x600 mm
28CERAMIC 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.
29Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, laid on 20 mm thick cement mortar 1:4 (1Cement : 4 Coarse sand), including grouting the joints with white cement and matching pigments etc., complete.
30Providing 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
31Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows including lSI marked M.S. pressed Butt hinges bright finished of required size with necessary screws excluding panelling which will be paid for separately,al! complete as per direction of engineer- in charge. Rate for thickness of shutter in mm per sqm Deodar wood
32Providing and fixing glazed shutters for doors, windows and clerestory windows using 4mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. 35 second class Deodar wood
33Providing and fixing wire gauze shutters using galvanized M.S. wire gauze of average width for aperture 1.4 mm in both directions with wire of dia. 0.63 mm for doors, windows and clerestory windows with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws as per direction of Engineer-in-charge :Second class deodar wood 35mm
34Providing and fixing Holdfast
35Providing corrugated COlour Coated G. S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8mm 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 (upto any pitch in horizontal/vertical or curved surface)excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.63 mm thick with zinc coating not less than 275 gram/m2
36Providing hoisting and fixing trusses/purlins /rafters/posts/ post-plates or likecomponents including cost of screws etc. complete Second class Kail wood
37CEILING Providing and fixing 20mm thick wooden planks ceiling (frame work for base to be paid for separately) with M.S. screws 2 nd class s deodar wood
38Providing and fixing plain, square edged wooden beading 65x12 mm section with screws of approved quality for ceiling 2nd class teak wood
39Providing ridges or hips of width 60cm overall width plain G.S. sheets fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I.limpet and bitumen washers complete.0.63 mm thick with zinc coating not less than 275 gram/m2
40Providing and fixing plained eaves boarding. 2nd class Deodar wood
41Providing 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. 1 mm thick
42Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement primer
43Finishing walls with acrylic smooth exterior paint of required shade on New work (Two or more coats applied @ 1.67 liter/10sqm over and including priming coat of exterior primer applied @ 2.20kg/10sqm)
44Applying priming coat: with ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood)
45Painting with synthetic enamel paint of approved brand and manufacture to give an even shade.Two or more coats on new work
46Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid , 10 liter low level white vitreous china flushing cistern and CP flush bend with fittings and C.I. brackets, 40mmflush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good thewalls and floors wherever required: W.C. pan with ISI marked black solid plastic seat and lid.
47Providing and placing on terrace (at all floor levels) polyethylene water storage tank lSI : 12701 marked indicating the BIS License No. 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 [Sintex, Electroplast, Star, Lotus or equivalent having valid lSI license].
48Providing 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 mmCP Brass single hole basin mixer
49Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception ,, of pipes and fittings
50Providing and fixing PVC /supreme brand heavy pipes 100mm
51Providing and fixing PVC /supreme brand heavy pipes 75mm
52Providing and fixing CPVC Pipes complete with CPVC fittings and clamps,including cutting and making good the walls etc.: 15 mm dia. nominal bore medium
53Providing and fixing CPVC pipes complete with CPVC fittings and clamps,including cutting and making good the walls etc. 20 mm dia. nominal bore medium
54Providing and fixing C.P. brass bib cock of approved qualityconforming to IS : 8931 a) 15 mm nominal bore
55Providing and installation of Jet of approved brand
56Providing 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
57Providing and fixing toilet paper holder C.P. brass
58Providing and fixing 600x120x5mm glass shelf with edges round of supported on anodised aluminium angle frame with C. P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs, etc. complete
59Providing and fixing PVC waste pipe flexible including PVC waste fittings complete 40mm dia.
60Providing and fixing 100 mm Stainless steel grating for gully, floor or Nahani trap.
61Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality. Square shape 350mm internal dimensions
62Providing and fixing PTMT soap dish holder having length of 138mm, breadth 1 02mm, heigth of 75mm with concealed fitting arrangements, weighing not less than 1 06gms.
63Providing and fixing C.P. stop cock (concealed) of standard design and of approved make conforming to IS : 8931 a) 15 mm nominal bore
64Providing and fixing C.P. brass angle valve for basin mixer and gyser points _of approved make conforming to IS : 8931 a) 15 mm nominal bore
65Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats completea) 15 mm nominal bore
66Providing,Installation,testing and commissioning of Water Motor Pump of 1Hp of standard make if ISI mark with all fitting and fixtures complete job
67Provision for accessories of joinery work like locking bolt ,Hinges ,Tower bolt , Handles etc .To be paid as per actual
68Making 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
69Providing 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
70Providing and fixing Service Line(Aluminium 10 sq m)
71MCB 6-32 Amp.
72Providing and fixing Wiring for light point/exhaust fan point/ ceiling fan point /heating pointwith 1.5/2.5/4 sqmm FRLS PVC insulated copper conducter single core cable in surface/recessed medium class PVC conduit,with modular switch,modular plate suitable GI box as required. Make:- Anchor/Havells or equvalent.
73CFL saver 14 watt of approved quality Make:- Anchor/Havels/Orient etc
74Providing,Installation,testing and commissioning of Exhaust 450 mm dia. Size of Bajaj, Orient, Khaitan, Usha or Polar brand and manufacturers.
75TECHNICAL SPECIFICATIONS FOR PRE-FAB STRUCTURE MADE UP OF STEEL AND PUF PANELLS IN WALL & FALSE CEILING IN ROOF 1 NO OF ROOM (7FTX6FT) Pre-Fabricated shelter made up of steel structure and PUF panels in wall and roofs and technical specifications given below. The main and partition walls will be made up of 60mm thick PUF insulated panels. The false ceiling will be provided with PUF insulated panels as specified below. Roof covering will be provided with 0.63 mm thick colour coated profile sheets.and Roof will be extended upto 1.5 ft from all sides. . Concrete Foundation Should be 3 ft below earth and 1.5 ft above Ground level. Tile work should be in flooring.All Electric fitting should be provided and fixed as per required by site incharge . Room should be 1 window and 1 doorc) Columns. The main columns will be made out of R H Steel section of size 122x61x3.60 mm conforming to IS 4923:1997 MS base plate of size 250x250x8mm and top plate of size 200x150x8mm will be welded to the columns. Verandah columns will be made out of RH steel section 96x48x4mm thick with MS base plate of size 200 mm x200mmx8mm and top plate of size 200x150x8mm. all top and base plates will be pre-drilled with 4 Nos. 18mm dia holes. Base plates will be provided with 4 Nos 16mm dia 450 mm long holding down bolts each, while top plates will be provided with 4 Nos 16 mm dia normal bolts.d) Truss. The principal rafter and the bottom chord will be fabricated out of RH steel sections of size 96x48x4mm with 1:2 slope. All other strut members will be fabricated out of RH Steel sections of size 66x33x2.90mm.e) Purlins. The purlins will be fabricated out of RH steel sections of size 96x48x4 mm with 6mm thick cleats welded at both the ends.f) The roof will be provided with 0.63mm thick colour coated steel profile sheetswith PUF. Sheet covering will be fixed with using hot dip zinc coated self drilling hexagonal washer head fasteners. Ridge shall be covered by 0.63mm thick colour coated steel sheet. The sheets shall be laid with minimum end and side lap of 150mm.The ceiling should be False Ceiling.g) Sunshades. Suitable sunshades made out of colour coated sheet reinforced with angle iron frame will be provided to all external windows and doors. The minimum projection for the sunshades will be 450 mm and 300mm wider than the width of the opening.Wall Panels.a) The main and partition walls will be made up of 60 mm thick wall Panels of make Llod panel system /Modern Panels/Jindal Mectecnol/PSL Engineering. The Panels will be made of 0.63mm thick hot dipped galvanized steel sheets on both sides with 60mm thick layer of rigid CFC free close cell polyurethane foam (Density 40 Kg+2 Kg/Cum) insulation. The wall panels will be provided with tongue and groove joint and will be with cam lock systems for interlocking. All materials required for the manufacture of shelter will be new and shall comply with relevant Bureau of Indian Standard Specification. Base channel of size 30x65x1.25mm thick will be provided for walls.b) The PUF insulation material in the panel will have fire retarding and self extinguishing properties as per any international standard B2 DIN 4102 Part-I/BS-4735 Self Ext.c) GI Metal Skin PUF Panels. (i )Thickness of skin-0.63mm thick hot dipped galvanized steel sheets on inner and outer side with 50-micron thick PVC guard film on the finished surface only for protection against scratches during handling and transportation. Base metal of GI Skin CRCA as per IS-513, Galvanized as per 120, SI-277.(ii)The panels will be insulated with PUF Foam (Density 40 Kg + 2 Kg/cum). (iii) These panels are to be manufactured using high pressure dispensing machine of required capacity to inject specified amount of PUF chemical into the cavity of full panel in one shot not exceeding 25 sec duration. This is to ensure that the liquid PUF mixture is sprayed into the cavity before the foaming reaction starts so that the insulation core of the panel is formed in one piece and provides desired structural and physical properties. The bulk density of insulation should be 40 Kg/Cum and the impending machinery should be equipped with a PLC controlled panel for monitoring and controlling the injection rate to assure specified uniform density requirements.(d) The pre coated GI sheet should have minimum coating of 4-5 micron epoxy primer and 25 micron polyester top coat on the finished surface and 7-8 micron primer alkyd backer on backside, which is bounded to the polyurethane foam. The pre coated GI sheet should conform to IS-14246-1995 with manufacturer test certificates conforming above specification.(e) The PUF insulated core of these composite panels will have the following properties:-(i) Density=40+ 2 Kg per cum.(ii) Compressive Strength at 10% deformation =2.10 Kg/Cm2.(iii) Tensile Strength =3.7 Kg/Cm2(iv) Bending Strength =4.0 Kg/Cm2(v) Adhesion Strength = 2.90 Kg/Cm2(vi) Dimensional Stability (48 hours)(aa) 25 C =0.10%(ab) +38 C & 90% RH =0.10%(ac) + 100C =0.40%(vii) Close cell content=90-95%(viii) Temperature Range =(-180 C to+110 C)(ix) Thermal conductivity at 10 C=(0.0180 K-Cal/M-HR Degree C)(Design value o.020 k-cal/m-hr C or 0.023 W/m-K)(x) Fire Resistant =(Horizontal Extent of burn BS 4735)<125mm)(xi) Self Extinguishing ASTMD 1692 =Passes(Fire retarded foam chemical)Not easily ignitable as per BS:476Pt 5 Class-I as per BS:476 pt(xii) Water Absorption=0.20% volume at 100% RH(xiii) Water Vapour Permeability =0.08-0.12 gms/hr/m2(f) The ISO-cyanide and polyol liquid components used for in situ process of polyurethane foam for panels should be accompanied with correlating manufacture test certificate indicating batch nos, date of manufacture and expiry dates.(g) All panels will be moulded in place using the above in-situ process after placing them in a hydraulic press with heated aluminum pattern and corner moulding so as to attain the desire finish, bonding and structural properties. All panels will be manufactured in single piece as per approved panel layout drawings using the above materials and manufacturing process.(h) The consignee can carry out inspection of any panel from the lot at manufacturer premises to ensure that above chemical and physical properties.(i) The colour of panels shall be appliance white colour on both internal and external face.False Ceiling. The false ceiling of Kiosks will be made up of 40 mm thick PUF insulated Panels of Make Lloyd Panel system/Modern Panels/Jindal Mectechno/PSL Engineering or equivalent. The Panels will be made of 0.63 mm thick hot dipped galvanized steel sheets on both side with 40mm thick layer of rigid CFC free close cell polyurethane foam (Density 40 Kg+ 2 Kg/Cum) insulation. The false ceiling panels will be provided with tongue and groove or lip locking joint for interlocking. False ceiling will be supported with the help of inverted CRCA Tee Section 50x50x5 mm thick and L-Section of 50x50x5 mm thick fixed appropriately to the Truss.Openings.(a) Windows. Aluminum profile sliding windows with all fitments will be provided as indicated in the respective drawings. Window size will be 1175x1175mm. The window frame and window shutter will be manufactured using suitable Aluminum sections. The window shutter will be of three leaves of which two shall be provided with glazing of 6mm clear grade LTED 6/2RS 1.3 Polycarbonate sheet make GE structured product and one leaf will be provided with fixed fly proofing using stainless steel mesh of 1.5mm aperture.(b) Doors. Doors will be provided in each shelter as shown in the respective drawing. Door frames and shutters will be made up of suitable Aluminium profile sections. Main shutter will be provided with flush both sides teak ply inserts of appropriate thickness and Fly proof shutter provided on outside of the door using stainless steel mesh of average 1.50mm aperture. The main door shall be provided with built in locking system of make Godrej/Harrison. Two Nos Aluminum tower bolts of 200mm size from inside and one sliding bolt 300mm long and one bow handle 150mm size to be provided on both in and out side of each shutter. Fly proof shutters will be provided with hydraulic door closers. Internal doors will not be provided with fly proof shutters.©Ventilators. Ventilator of size 450x300mm and of suitable aluminium profile section will be provided in each shelter as shown in the respective drawing. Ventilator will have full stainless steel fly proof mesh of 1.50mm aperture and will have top hinged glazed polycarbonate sheet shutter on inside.Workmanship: (a) Connection. Welded connection will be provided unless otherwise specified in the drawings. The welded connections will be conformed to IS 806-1968(b) Fabrication. The general provisions in section 11 of IS 800 of 1984 will apply to all types of steel being used for fabrication.(c) All steel members will be provided with 2 coats of red oxide zinc chromate primer before supply. The complete electrification ,Painting work wherever required and internal sanitary works as required and approved by Engineer Incharge shall be provided.(d) Various Fasteners and Fittings:- Fasteners and fittings of mild steel shall be supplied unless otherwise specified in and shall be fixed where required. Fastening means will be provided for the items to be fitted at the time of erection. 10% spare nuts, bolts and washers will be provided per shelter. The fasteners supplied shall conform to relevant BIS specification. Finishes.All steel work will be given two coats of red oxide zinc chromate primer and all exposed timber parts will be given two coats of wood primer by the manufacturer in the factory. Eight Liters of red oxide zinc chromate primer and twenty liters white colour paint with appropriate colour stainer per shelter will be provided in sealed containers for retouching and painting after erection. All paint material will be of Jenson & Nicholson/Berger/Asian make.
76Steel 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 Steel Stand Barrier Raliling Height .90mtr and Length approx 20 ft
77Steel 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.
78Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every pole concree, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 5 horizontal lines and 2 diagnols of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per meter cost of total length of barbed wire used. With G.I. barbed wire
79Steel 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.(Gate)
80Sign board incl carriage PAINTING &WRITING COMPLETE JOB. Os Size: 5.00 x 3.00 Ft with vertical iron angle 2 Nos of size 40x40x6 mm iron angle of height 7 ft with 1 mm thick M.S sheet.
81Providing and laying 60mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50mm thick compacted bed of fine sand, filling the joints with coarse sand etc. all complete as per direction of Engineer-in-charge.
82Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah
83Random Rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including levelling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) and curing complete at window sills, ceiling level and the like: Cement mortar 1:6 (1 Cement : 6 coarse sand) Nallah
84Providing 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)
85Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.
86Extraction , transportation and Labur of Drift Wood,Dry fallen for making Wooden Bridge complete job as per desired by the site incharge Engage 10 Labour for 15 days for making bridge
87Extraction , transportation and Labur of Drift Wood,Dry fallen for making Wooden Bridge complete job as per desired by the site incharge Engage 5 Carpenter/Sawyer for 15 days for making bridge
88Strctural steel work in single section fixed without connecting plate including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
89Providing & Installation of Solar Light minimum 5 watt withplate and 3 inch dia GI Pipe pole of 2.5 mtrheight fixing with cement concrete
90Providing andInstallation of Waste Disposal Dustbins 100 ltr capacity holding with Iron angle fixed with cement conc. as per desired by the site incharge INCLUDING ALL LEADS LIFT CARRIAGE COMPLETE JOB
91Providing & Fixing of Wooden Sign boards 1'x1.5' on different areas including painting and writing
92Providing & Fixing of Wooden Sign boards 3'x2' on different areas including painting and writing
93Sign board incl carriage PAINTING &WRITING COMPLETE JOB. Os Size: 3.00 x 2.00 Ft with vertical iron angle 2 Nos of size 40x40x6 mm iron angle of height 7 ft with 1 mm thick M.S sheet.
94Estabilshment of beds for beds for Plantation of Ornamental Plants/Medicinal plants with cost of plants/flowers (Size 12ft x 5ft)
95Procurement of furniture and fixtures as per diected by site incharge
96Carriage of Sand
97Carriage of Bajri
98Carriage of Brick
99Carriage of Stone Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57378926
AUTHORITY Government Departments
TENDER VALUE 70 Lakhs
LAST DATE 14-09-2026
Authority
Authority Name Forest Department
Work Description Tender for Construction Of Nature Interpretation Center , Interior Displays & Furniture , Construction Of Entry Barrier At Jai Gathi With One Room, Criss-Cross Fencing Of (Forest Hut &Naturre Interpretention Center) With Angle Iron Post , Creation Of Forest Trail,Signage ,Dustbin And Solar Lights , Construction Of Ornamental Woodenfoot Bridge Overjai Nallah ,Bhaderwah Forest Division, Under Capex Budget (Jai Valley Eco-Park ) For The Year 2026-27
Basic Detail
Tender No 14 of 2026-27 dated 07-09-2026
Bidding Type Tender
Location
City Doda
State Jammu and Kashmir
Key Dates
Publish Date 07 Sep 2026
Submission Date 14 Sep 2026
Open Date 16 Sep 2026
Finance
Tender Value 70 Lakhs
Tender Fee 1600
EMD 2.10 Lakhs
Exemption Not Available
Document List
516708fd-4968-4604-bd78-1284a4468c5b.html
BOQ_1090239.xls
Tendernotice_1 (19).pdf

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Tender Timeline

Sep 07, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 14, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Today
Sep 14, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Today
Sep 16, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 2 days

Tender Documents

Download All (ZIP) ↓
html

516708fd-4968-4604-bd78-1284a4468c5b.html

xls

BOQ_1090239.xls

pdf

Tendernotice_1 (19).pdf

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