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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Status |
|---|---|---|
| 1 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 2 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
| 3 | Admitted-Fee/PreQual/Technical | Admitted-Fee/PreQual/Technical |
Tender Value
₹93.4 L
EMD Value
₹1.9 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 Pothi Degwar under UT Capex
2025_PHE_292681_4
e-NIT No. 31 of 2025-26 Dated 18 /10/2025
Open Tender
Civil Works
Percentage
135 days
poonch
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
XEN PHE Poonch
₹1.9 L
13 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
Providing and Laying / Fititng of G.I Pipes 50mm Dia )
Providing and Laying / Fititng of G.I Pipes 65mm Dia (L)
Carriage of G.I Pipes for average 1.50 Km by HL
Dismantling of GI Pipes including taking out pipe from alignment earthwork and refilling of surplus soil back to trenches- 80 mm dia
Laying Fitting of GI Pipes excluding cost of pipe and earthwork- 80 mm dia
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
65mm Dia Check/Valve NRV (With Cap) CI of Class 1
80mm Dia Check/Valve NRV (With Cap) CI of Class 1
65mm Dia Sluice Valve CI of Class 1
Providing and fixing of GI Union20mm
Providing and fixing of GI Union25mm
Providing and fixing of GI Union32mm
Providing and fixing of GI Union40mm
Providing and fixing of GI Union50mm
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 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 bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil
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
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering – All work up to plinth level1:4:8 (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
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:
Centering and shuttering including strutting, propping etc. and removal of form for:Lintel, beams, plinth beams, girders, bressumers and cantilevers.
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 Circle 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
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)
Finishing walls with water proofing cement paint of required shade on
Extra for water proofing material 01kg per 50kg cement is = 115 bags @ 57.90 per kg
Providing and fixing G.I. pipes complete with G.I. fittings excluding ( 80 mm dia. nominal bore)
Carriage of sand 15 KM from crusher to site of work by Mechanical Transport
Carriage of Stone aggregate 15 KM from crusher to site of work by Mechanical Transport
Carriage of sand/stone aggregate by manual labour average distance 500 mtr by Head Load
Carriage of cement by manual labour average distance 500m by head load
Carriage of sand/stone aggregate by manual labour average distance 1.0 km by Head Load
Carriage of cement by manual labour average distance 1.0 km by head load
Carriage of steel by manual labour average distance 1.0 km by head load
Mechanical works
Providing, installation, testing and Commissioning of HCP Set 5000GPH x 300MH- 02sets by the way of Providing of Horizontal pump set 5000 GPH X 300 MH-02 sets along with suitable Induction motor & base frame. Carriage/ shifting of pumping machinery by M/T up to stocking place road side with loading/unloading charges, then H/L from stocking 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 (1:2:4) 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. Mechanical Installation of HCP set 5000GPH X 300MH by the way of Placing Pump & motor on base frame. Coupling with coupling bolts, proper leveling with steel shims, t
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