Loading…
Loading…
Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical MEHLA DADRA BHADIAN KOTHI CHAMBA CHAMBA HIMACHAL PRADESH 176318 INDIA | CHAMBA | HIMACHAL PRADESH | 176318 | Accepted-Technical Accepted |
| 2 | Accepted-Technical | Accepted-Technical Accepted |
| 3 | Not Admitted-Fee/PreQual/Technical JAMMU AND KASHMIR JAMMU AND KASHMIR | JAMMU | JAMMU AND KASHMIR | 181122 | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹73.1 L
EMD Value
₹1.5 L
Closing Date
22 Dec 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer Jal Shakti PHE Division Samba
Executive Engineer Jal Shakti PHE Division Samba
Please refer BOQ
2025_PHE_297087_1
e-NIT No.PHES/32 of 2025-26 dated. 02.12.2025
Open Tender
Civil Works - Water Works
Percentage
120 days
Samba
Please refer tender documents
2 documents required · 2 mandatory
₹1,500
Executive Engineer Jal Shakti PHE Division Samba
₹1.5 L
3 Jan 2026
2 Dec 2025
22 Dec 2025
2 Dec 2025
22 Dec 2025
2 Dec 2025
Construction of Pump Room Building (size 40' x 25' ) 01 No. Earth work in excavation by manual means in trenches for foundation , drains , pipes cables etc (not exceeding 1.5 mtr 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 in all kinds of soils.
Boring/ Drilling 200 mm dia Bore well till sufficient aqufier zone/ discharge is encountered maximum upto 140 mtr below ground level by using ODEX method of drilling and simultaneously driving of 200 mm dia. ERW casing pipes after providing fixing of casing drive shoe with first 200 mm dia ERW casing pipes, complete, as per IS:21200 (part1) including collection samples from different starta , preparing and submitting starta chart / bore log, including hire and running charges of all equipments/ tools plats and machinieries required for the job, all complete as per direction of Engineer -in- charge (ERW casing pipe shall bepaid seperately)
Supplying , assembling (including welding) , lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 beveled ended MS casing pipe conforming to IS: 4270 of reputed and approved make including painted with outside surface with two coats of anti corrision paint of approved brand and manufacturer including required hire and labour charges , fitting and accessories , all complete for all depths, as per direction of Engineer-in charge. The cost includes transportaion, loading, unloading and stacking / handling at site all complete.
Development of tube well in accordance with IS 2800 (part I) and IS 11189 to establish maximum rate of useable water yield without sand content (below permissible limit) with required capacity air comperssor, running the comperssor for required time till well is fully developed mesuring yeild of well by "V" notch method or anyn other approved method, measuring static water level and draw down etc by step draw down method , collecting water samples and getting tested in approved laboratory , all complete including disinfection of tube well . Complete including required hire and labour charges of air compressor tools and accessories etc.
PIPE WORKS: Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: Bituminous road
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size)
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improveworkability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately All works above plinth level upto floor level V (Walling, beams, dome & deduction of manhole))
Reinforced 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)
Providing and fixing manhole cover of size 0.60 x 0.60 m
Steel 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-500 or more
Centring and shuttering including strutting, propping etc and removal of form for walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc.
Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platforms
15 mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 coarse sand)
Carriage of Sand and stone aggregate 20 mm by Mechanical Transport from source to site of work for an av. Distance of 46 km incl. loading, unloading and stacking
Carriage of Stone aggregate above 40 mm by Mechanical Transport from source to site of work for an av. Distance of 10 km and 100 mtr by head load incl. loading, unloading and stacking
Pumping Machinery (DH Samba) : Providing, Installation, Testing and commissioning of three nos. submersible Pump sets having specifications of 2500-3500 GPH X 80-120 mtr Head of ISI marked reputed make as per IS 8034 at newly drilled tube well along with other electro- mechanical equipments such as gantry post with electric chain pulley block having 5.0 ton, flow meter, column pipes, flanges, submersible cables, nut bolts, washers and sundry items etc.
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size)
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size)
Reinforced 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)
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size)and curing complete
Brick 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)
Extra for Brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
Centring and shuttering including strutting, propping etc and removal of form work for foundation, footings, base for columns .
Centring and shuttering including strutting, propping etc and removal of form for : Suspended floors, roofs, landings, balconies and access platforms.
Edges of slabs and breaks in floors and walls under 20 cm wide
Lintel, beams, plinth beams, girders, bressumers and cantilevers.
Steel 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
Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (Welded)
Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angles 40x40x6mm for diagonal braces
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improveworkability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth level For Raft
Construction of 1.0 lakh Litres capacity Reservoir Earth work in excavation by manual means in trenches for foundation , drains , pipes cables etc (not exceeding 1.5 mtr 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 in all kinds of soils.
Deep Drilling , development and stablization of 200 mm dia Bore well by using ODEX Method Setting up of drilling site by way of shifting of requisite machinery and allied material after making proper approaches as per requirement at site
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 steel windows by welding
Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work
Making 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
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20 mm nominal size stone aggregate
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
Provision of electric fitting including underground conduit pipes, wiring, steel boxex and switches for 04 Nos. light points (internal) with holder and LED bulbs and external 04 Nos. with Halogen / LED lights , 02 No. fans including sevice line (Complete job)
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Carriage of Sand by Mechanical Transport from source to site of work for an av. Distance of 46 km incl. loading, unloading and stacking
Carriage of Stone aggregate upto 20 mm by Mechanical Transport from source to site of work for an av. Distance of 46 km incl. loading, unloading and stacking
Carriage of Stone aggregate above 40 mm by Mechanical Transport from source to site of work for an av. Distance of 46 km incl. loading, unloading and stacking
Carriage of Brick by Mechanical Transport from source to site of work for an av. Distance of 15 km incl. loading, unloading and stacking
Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per I.S. 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 610x510mm bowl depth 200mm
Providing and fixing on wall face 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. (i) Single socketed pipes 75 mm diametre
Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 meters lead. For thickness of tiles above 25 mm and upto 40 mm.
Earth work in excavation by manual means in trenches for foundation , drains , pipes cables etc (not exceeding 1.5 mtr 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 in all kinds of soils.
Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix)
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
Welding of joints including cost of rods, welding set with Gen set etc. including fabrication of manifold 04 Nos.
Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in- charge
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)
Providing and fixing CI Sluice valves complete with bolts, nuts and rubber insertions etc. Class-II 65 mm dia
Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 65 mm dia. nominal bore
Earth work in excavation by mechanical means (Hydraulic Excavator) in trenches for foundations, drains, pipes, cables etc. (Not exceeding 1.5mtr 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 and disposal of surplus excavated earth as direted within a lead of 50 mtrs : All kind of soil
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size)
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size)
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering , shuttering, finishing and reinforcement . All work upto plinth level in 1:1½:3 (1cement : 1½ coarse sand: 3 graded stone aggregate 20mm nominal size)
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size)and curing complete
Brick 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)
Extra for Brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level
Half brick masonry in foundations and plinth : Cement mortar 1:3 ( 1 cement : 3 coarse sand)
12mm Cement thick plaster of mix: 1:4 (1 cement: 4 coarse sand)
Centring and shuttering including strutting, propping etc and removal of form work for Lintel, beams, plinth beams, girders, bressumers and cantilevers.
Centring and shuttering including strutting, propping etc and removal of form for : Suspended floors, roofs, landings, balconies and access platforms.
Centring and shuttering including strutting, propping etc and removal of form work for foundation, footings, base for columns .
Edges of slabs and breaks in floors and walls under 20 cm wide
Steel 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
Construction of Operator Room with Tiolet Clearing 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 mtr outside the periphery of the area cleared (Complete Job)
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 stone aggregate 10mm and down gauge), including finishing with cement mortar 1:3 (1 cement: 3 fine sand) as per standard design. In 75x75mm deep chase.
Making of Khuras 45x45cm with average minimum thickness thickness of 5cm cement concrete 1:2:4 over PVC sheet 1mx1mx400 micron finished with 12mm thick cement plaster 1:3 (1 cement : 3 coarse sand) and cost of neat cemnt rounding of edges and making of finishing the outlet complete
Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces, etc consisting of following opeartions a) Applying a slurry coat of neat cement using 2.75 kg per sqm of cement admixed with water proofing compound conforming to IS: 2645 and approved by Engineer- in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatmemt b) lying brick bats with mortar using broken bricks / brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 ( 1 cement: 5 corse sand)
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on new work ( two or more coats) ovet and including priming coat with water thinnable cement primer
Providing and fixing on wall face unplastcised 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 single socketed pipes 110 mm diameter
Providing and fixing aluminium work for doors, windows , ventilators and partations with extruded built up standard tubular sections / apppropriate Z section and other sections of appproved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of requitred dia and size including necessary filling up of gaps at junctions i,e, at top, bottom and sides with required EPDM rubber/neoprene gasket filt etc.. Aluminium sectio shall be smooth , rust free, straight, mitred and jointed mechanically wherever requitred including cleat angle , Aluminium snap beading for glazing / penelling , CP brass,/ stainless steel, screws , all complete as per architecural drawings and the directions of Engineer-in- charge ( glazing, panelling and dash fasteners to be paid for separately) Powder coated aluminium ( minimum thickness of powder coated 50 microns)
For shutters of doors, windows and ventilators including providing and fixing of hinges/ pivots and making provision for fixing of fitting wherever required incluidijng the coat of EPDM rubber/ neoprene gasket required ( fittings shall be paid for separately ) Powder coated aluminium ( minimum thickness of powder coated 50 mm microns)
Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board (conforming to IS: 12823 Grade-I type-II) in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-incharge. Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side. ( For door)
Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineerin-charge. (Cost of aluminum snap beading shall be paid in basic item.) With floating glass panes of 4.0 mm thickness (weight not less than 10.00 kg / sqm)
Providing and fixing aluminum round shape handle of outer dia 100mm with SS screws etc. Complete as per direction of Engineer-in-charge Powder coated minimum thickness 50 micron aluminum
Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodized (anodic coating not less than grade AC 10 as per IS : 1868) aluminum lever handles of approved quality with necessary screws etc. complete
Providing and fixing aluminum tower bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete: 100x10 mm
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved make, in all 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 500x500 mm
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.
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate.
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.
Providing and fixing PTMT Bottle Trap for Wash basin and sink: Bottle trap 38 mm single piece moulded with height of 270mm, effective length of tail pipe 260mm from the centre of the waste coupling 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms.
Providing and fixing 15 mm nominal bore C.P. brass angle valve for basin mixer and geyser points of approved make conforming to IS : 8931 15 mm nominal bore
Providing 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.
Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with brackets of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.
Providing and fixing wash basin with C.I. brackets, 15mm C.P
Providing and fixing 15 mm nominal bore C.P. brass bib cock of approved quality conforming to IS : 8931 15 mm nominal bore
. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required : White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps.
Providing 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 453x357 mm
Making 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.
Providing 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. 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.
Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes
but without fittings and the base support for tank
Carriage of sand , stone aggregate below 40 mmm nominal size, upto a lead of 10 km by Mechanical Transport incl. loading, unloading and stacking
Carriage of cement and steel lead upto 20 km by Mechanical Transport incl. loading, unloading and stacking
Carriage of brick lead upto 20 km by Mechanical Transport incl. loading, unloading and stacking
Constructing brick masonry chamber for underground C.I. inspection chamber and bend with common burnt clay (non modular) bricks of class designation 7.5 in cement mortar 1:4 ( 1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg ) R.C.C. top slab with 1:1 ½ : 3 mix ( 1 cement : 1 ½ coarse sand : 3 graded stone aggregate 20 mm nominal size),foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : inside dimensions 455x610 mm and 45 cm deep for single pipe line-
Provision of electric fitting including underground conduit pipes, wiring, steel boxex and switches for 04 Nos. light points (internal) with holder and LED bulbs and external 04 Nos. with Halogen / LED lights , 02 No. fans including sevice line (Complete Job)
tech_bid_open.pdf
tech_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.54 MB
BOQ_962736.xls
BOQ • 0.38 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .