Loading…
Loading…
Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹2.3 Cr
EMD Value
₹4.6 L
Closing Date
30 Oct 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
XEN PHE Poonch
xen phe office poonch
WSS Dallan under UT Capex
2025_PHE_292758_2
e-NIT No. 32 of 2025-26 Dated18/10/2025
Open Tender
Civil Works
Percentage
135 days
poonch
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
XEN PHE Poonch
₹4.6 L
10 Nov 2025
20 Oct 2025
31 Oct 2025
20 Oct 2025
30 Oct 2025
20 Oct 2025
Pipes Works
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m inwidth) 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: All kinds of soil
Refilling of Excavated soil back into trunches
Providing and Laying / Fititng of G.I Pipes 15mm Dia
Providing and Laying / Fititng of G.I Pipes 20mm Dia
Providing and Laying / Fititng of G.I Pipes 25mm Dia
Providing and Laying / Fititng of G.I Pipes 32mm Dia
Providing and Laying / Fititng of G.I Pipes 40mm Dia
k by manual labour average distance 1.00 Km by Head Load
Providing and Fixing of G.I Union of approved Quality 80mm
Providing and Laying / Fititng of G.I Pipes 50mm Dia
Providing and Laying / Fititng of G.I Pipes 80mm Dia (M)
Carriage of G.I Pipes for average 1.50 Km by HL
Providing and Laying / Fititng of G.I Pipes 80mm Dia (L)
Dismantling of GI Pipes including taking out pipe from alignment earthwork and refilling of surplus soil back to trenches-15mm dia
Dismantling of GI Pipes including taking out pipe from alignment earthwork and refilling of surplus soil back to trenches 20mm dia
Dismantling of GI Pipes including taking out pipe from alignment earthwork and refilling of surplus soil back to trenches-32mm dia
Dismantling of GI Pipes including taking out pipe from alignment earthwork and refilling of surplus soil back to trenches 25mm dia
Dismantling of GI Pipes including taking out pipe from alignment earthwork and refilling of surplus soil back to trenches 50mm dia
Dismantling of GI Pipes including taking out pipe from alignment earthwork and refilling of surplus soil back to trenches 40mm dia
Dismantling of GI Pipes including taking out pipe from alignment earthwork and refilling of surplus soil back to trenches 65mm dia L
Dismantling of GI Pipes including taking out pipe from alignment earthwork and refilling of surplus soil back to trenches 80mm dia L
Laying Fitting of GI Pipes excluding cost of pipe and earthwork 15 mm dia
Laying Fitting of GI Pipes excluding cost of pipe and earthwork 20 mm dia
Laying Fitting of GI Pipes excluding cost of pipe and earthwork 32 mm dia
Laying Fitting of GI Pipes excluding cost of pipe and earthwork 25mm dia
Laying Fitting of GI Pipes excluding cost of pipe and earthwork 50 mm dia
Laying Fitting of GI Pipes excluding cost of pipe and earthwork 40mm dia
Laying Fitting of GI Pipes excluding cost of pipe and earthwork 65 mm dia L
Welding of Joints bt Electric arc Welding including testing and commissioning of joints includes carriage if set and all other accessories including making arrangement for electric supply /arrangement for generator etc. Complete job
Making interconnection of G.I distribution branch with G.I main by providing and fixing tee, Union including cutting and threading of pipes etc, Complete 25 mm to 40 mm Dia
Making interconnection of G.I distribution branch with G.I main by providing and fixing tee, Union including cutting and threading of pipes etc, Complete 50 mm to 80 mm Dia
Laying Fitting of GI Pipes excluding cost of pipe and earthwork 80mm dia L
65mm Dia Check/Valve NRV (With Cap) CI of Class 1
80mm Dia Check/Valve NRV (With Cap) CI of Class 1
CI CHECK VALVE 65MM
CI CHECK VALVE 80 MM
Providing and Fixing of G.I Union of approved Quality 20mm
Providing and Fixing of G.I Union of approved Quality 25mm
Providing and Fixing of G.I Union of approved Quality 32mm
Providing and Fixing of G.I Union of approved Quality 40mm
Providing and Fixing of G.I Union of approved Quality 50mm
Providing and Fixing of G.I Union of approved Quality 65mm
Providing and Fixing of GM gate valve of approved Quality 20mm
Providing and Fixing of GM gate valve of approved Quality 25mm
Providing and Fixing of GM gate valve of approved Quality 32mm
Providing and Fixing of GM gate valve of approved Quality 40mm
Providing and Fixing of GM gate valve of approved Quality 50mm
Providing and Fixing of GM gate valve of approved Quality 65mm
Providing and Fixing of GM gate valve of approved Quality 80mm
Providing and Fixing brass ferule with C.I Mouth cover including buring and tapping the main
Providing and Fixing of brass bib cock approved Quality
Civil Work
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m inwidth) 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: All kinds of soil
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m inwidth) 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: All kinds of soil
Fill available excavated earth (excluding rock)in trenches , Plinths, sides of foundation etc. Layers not exceeding 20 cm in depth, consolidating each deposited layer excluding ramming and watering lead up to 50 m and lift up to 1.5 M
Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of nserviceable material within 50 meters lead as per direction of Engineer-in-charge.
Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of nserviceable material within 50 meters lead as per direction of Engineer-in-charge.
Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meters lead.
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering – All work up to plinth level 1:4:8 (1 cement: 4 Coarse sand: 8 graded stone Agg. 40 mm nominal size) Crushed
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering – All work up to plinth level 1:3:6 (1 cement: 3 Coarse sand: 6 graded stone Agg. 40 mm nominal size) Crushed
Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement lime mortar 1:1:6 ( 1 cement : 1 lime putty : 6fine sand) 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
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 inrecommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improveworkability without impairing strength and durability as per direction of Engineer-in-charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used asper design mix is contentconsidered payable or recoverable separately.1 All works upto plinth level
Providing and laying in position machine batched and machine mixed design mix M-25grade cement concrete for reinforced cement concrete work, using cement content as perapproved design mix, including pumping of concrete to site of laying but excluding thecost of centering, shuttering, finishing andreinforcement, including admixtures inrecommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improveworkability without impairing strength and durability as per direction of Engineer-in-charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used asper design mix is content considered payable or recoverable separately.
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
Reinforced cement concrete work in arches, archribs, domes, vaults shells, folded plate androofs having slope more than 15° upto floor five level level including curing but excludingthe cost of centering, shuttering finishing and reinforcement with:1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 40mm thick
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth leveCold twisted bars
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
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platforms
Centering and shuttering including strutting, propping etc. and removal of form for:
Centering and shuttering including strutting, propping etc. and removal of form for:Lintel, beams, plinth beams, girders, bressumers and cantilevers.
Edges of slabs
Extra F/Work for Foundation footing
Extra F/Work for Foundation Wall
Extra F/Work for Foundation Beam
15mm Cement plaster on the rough side of single or half brick wall of mix:1 : 4 ( 1 cement : 4 fine sand)
Extra for Plaster in Circular Work
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
Making plinth protection 50mm thick of cement concrete 1:3:6 ( 1: Cement 3 : coarse sand : 6 graded stone agg. 20mm nominal size ) over 75 mm bed of dry brick blast 50 mm thick with 20mm nominal size stone aggregate
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 approvedsteel primer. Using M.S. angles 40x40x6mm for diagonal braces
Providing & Incorporating (during concreting ) GP sheet strip water seal (1.25mm nominal thick) at constructioin joints
Finishing walls with acrylic smooth exterior paint of required shade on New work (Two or more coats applied @ 1.67 liter/10sqm over andincluding priming coat of exterior primer applied @ 2.20kg/10sqm)
Extra for water proofing material 01kg per 50kg cement is = 115 bags @ 57.90 per kg
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work
Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
Priming coat on steel work
Providing and fitting concealed intemal Electnfication of room including 4 Nos LED lights, Fan points 2 No, Fuse box 1 No., 2 no 15 Amp sockets with switch, 5 Amp 2 no. sockets with switch - of approved brand and 04 nos LED security ights 30 watts, Main switch with complete wiring, with MS bracket for pole mounting complete including service line up to a length of 10 meters.
Distempring with oil bound washable distemper of approved brand (two or more coats )
Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia. nominal bore
Providing and fixing S.CI.I & S 100 mm dia bend 4 no @265.0 /No . Providing and fixing 100 mm Slotted cowl ( Terminal Guard) S.C.I .S & S 4 No @ 264.0/No
Carriage of Sand 15 KM from nallah to site of work by Mechanical Transport
Carriage of Stone aggregate 15KM from crusher to site of work by Mechanical Transport
Carriage of Brick 240 KM from source to site of work by Mechanical Transport
Carriage of sand/stone aggregate by manual labour average distance 1km by Head Load
Carriage of cement by manual labour average distance 1.00 KM by head load
Carriage of steel by manual labour average distance 1.00 Km by Head Load
Carriage of Bric
Mechanical Work
Providing Installation and Fitting of SPS 5000 GPH x 100 MH :- Providing of SPS 5000 GPH x 100 MH -01 No by the way of carriage and Shifting of Submersible pump set to the Pumping room by the firm itself. Fabrication of total 15 no’s GI column pipes and 01 no. cap pipe of 80 mm dia. 10 feet in length each . The Pump bowl should be of close-grained cast iron with renewable wearing rings of bronze material. The Pump shaft shall be of stainless steel, guided with stainless steel distance sleeves /shaft protection sleeves provided with each bowl above and below the stainless-steel impeller. The Casing wearing rings shall be of bronze material. The Coupling shall be of Mesh type rigid sleeve of stainless steel, non-slipping type with matching groove and cotter arrangement to suite keyway provided. The Suction case shall be of close-grained cast-iron material. The motor should be three phase AC supply having nominal speed of 2900 RPM, 400 Volts + 15% of frequency 50 Hz + 3%. The motor should be totally enclosed squirrel cage induction type, water cooled and sealed against outside water being pumped. The windings shall be wet type water lubricated and provided with metal tilting thrust pad designed to take up all untoward load to most unfavorable running conditions. The upper chamber of the submersible pump shall be duly fitted with an NRV so that during stoppage of submersible pump set reverse water cannot operate the pump set in reverse rotation. Providing and welding of suitable M.S flanges with 04 nos. hole on each side. The top column pipe shall be fabricated by providing one number, 12 mm thick M.S Flange of size 350 mm dia on one side so as to rest the complete connected column pipes with submersible pump motor set on casing pipe in bore well. The casing pipe shall be provided with a cut of for keeping a provision of submersible cable one end of the top column pipe shall be provided and welded with 80mm dia M.S bend and welded with pipes upto Sump Tank with proper flanges with suitable no. of holes for fitment of sluice valve/reflex valve in bore well. Providing and fitting of 10 sq. mm submersible cable as per site requirement after crimpling, thimbling patching, taping etc. Lowering of submersible pump set into the borewell along with the column pipes by using special tools and tackles. Making all electrical connections of Submersible Pump set with LT control panel by proper thimbling and crimpling all cable ends and then testing and checking for specified amperage on full load. Fabrication of Gantry. The job further includes Design, fabrication and erection of MS/G.I Pipe Gantry for extraction and lowering of submersible pump set along with column pipes. The job includes fabrication of 2 nos vertical members of MS/G.
addition the system should have: 1. Separate LED fault/status indictors. 2. LED phase indicators. 3. An isolation by pass system, fault analysis system, with a blinking indicator. 4. 3 LED, contractor “COIL OK”, indicators, one for each the contractors/coils, LED star& delta indicators to access the star to delta timing. 5. A tamper proof starting system to avoid manipulations by the motor operator to keep the system in a permanently ON position. Testing and commissioning of Panel, checking all the electrical connections, tightening of loose connections if any. Complete job includes cost of Control Panel, including installation, testing, commissioning charges at the site of work and loading & unloading charges. P/F of 10 mm2 3-core submersible cu-cable by water proof connection approximately 120mtrs with the connecting leads of submersible motor by way of soldering the joints & using patch rolls &insulating tape. P/F of MCCB 150Amp. , 60HP Oil immersed star delta starter, 35mm2 multi core Copper cable(Approx. 20 mtrs) for all the three phases from bus bar to Panel/Starter in three leads with proper thimbling using copper thimbles duly crimpled by using crimpling tool. Lowering of SPS along with submersible cable in the liner assembly by assembling column pipes one by one with P/F of rubber gasket, rubber threads, nuts & bolts at each joint .Fabrication & fitting of extension pipe line with MS flanges & MS bends as per the site requirement for making provision for interconnection with sump tank by way of welding at site. Job includes cost of materials, carriage of material & skilled/ unskilled labour charges. Providing Installation, Testing & Commissioning of HCP 5000GPH x 350MH – 01 set Providing of Horizontal pump set 5000GPH x 350MH -01 set along with suitable Induction motor & base frame at pumping station Dalhan Manuwali Carriage/ shifting of pumping machinery by M/T up to stacking place road side with loading/unloading charges, then H/L from stacking place upto pump room by dragging/ tying with wooden logs/ropes and manual labour. Laying of RCC foundation block for HCP set by way of excavation of trench in the pump room as per the size of HCP set and disposal of exuviated waste material outside premises with the help of manual labour. The job includes fabrication, welding, laying of steel mesh made from 10mm tar steel placed horizontally, vertically, and diagonally at equal distance including form work. Placing/ leveling the base frame with the help of leveling tool. Fabrication/fixing of foundation/anchor bolts. Laying of foundation block of RCC in the ratio (1:1.5:3) cement, sand, Bajri mix sufficiently elevated with respect to floor level. The entire block to be laid in such a way that it can dump all types of mechanical vibrations created by dynamic load of HCP set. Fastening the foundation bolts and curing properly. The job includes cost of cement, sand, Bajri, steel & labour charges. Mechanical Installation of HCP set by way placing pump & motor on base frame. Coupling with coupling pulley set, proper leveling with steel shims, tools/ tackles etc. Fabrication/Laying of Suction line from outlet of sump tank to suction flange/head of HCP by way of providing GI pipe 80 mmØ (Medium), cutting of pipe of required length, providing/ fitting of M.S. flanges as per suction size of pump. Providing/ fitting of heavy duty Sluice valve with flanges as per size of valve at appropriate place in the suction line. Fabrication/laying of delivery line by way of providing/fitting of G.I pipe 80 mmØ (Medium), cutting of pipe of required length from delivery head/flange of HCP set to rising main with P/F of M.S flanges as per delivery size of pump welded with M.S expander nipple 50mm × 80mm . P/F of heavy duty Sluice valve 80 mmØ-01 no, Reflux Valve 80 mmØ-01 no with flanges as per size of valves at appropriate place in the delivery line. The job includes P/F of M.S bends, flanges, nut-bolts, washers etc. Both suction & delivery pipes and accessories should be independently supported near the pump, so that when the flanges,
Providing Installation, Testing & Commissioning of HCP 5000GPH x 300MH. Providing of Horizontal pump set 5000GPH X 300 Mtr. Head along with suitable Induction motor & base frame by system with same specifications at pumping station Dalhan s
stage.html
html • 0.02 MB
cancelled_1.pdf
pdf • 0.81 MB
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 1.82 MB
Tendernotice_2.pdf
PDF • 0.65 MB
Tendernotice_3.pdf
PDF • 1.40 MB
Tendernotice_4.pdf
PDF • 0.78 MB
Tendernotice_5.pdf
PDF • 0.84 MB
BOQ_944987.xls
BOQ • 0.45 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 .