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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical ACCEPTED |
| 2 | Accepted-Technical | Accepted-Technical ACCEPTED |
Tender Value
₹30.2 L
EMD Value
₹60,398
Closing Date
19 Jan 2026, 4:00 pmClosed
EXECUTIVE ENGINEER JAL SHAKTI PHE CITY DIV 2 JAMMU
EXECUTIVE ENGINEER JAL SHAKTI PHE CITY DIV 2 JAMMU
Augmentation of Water Supply of Sunjwan Village by way of drilling of New Tube well including other allied works under UT Capex providing Laying and Fitting of Rising Mains and Construction of 2 Nos Tube wells cum Pumproom Buildings
2026_PHE_299929_1
ENIT NO PHEC/II/ 34 OF 2025-26
Open Tender
Civil Works
Percentage
60 days
JAMMU
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
EXECUTIVE ENGINEER JAL SHAKTI PHE CITY DIV 2 JAMMU
₹60,398
1 Jun 2026
6 Jan 2026
20 Jan 2026
7 Jan 2026
19 Jan 2026
7 Jan 2026
Earth work in excavation by mannual means in trenches for foundations, drains, pipes cables etc. (not exceeding 1.5 mtrs in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, depth upto 1.5 M including disposal excavated earth upto 1 Mt from cutting edge, disposal earth is to be levelled and neatly dressed in all kinds of soil.
Providing and laying in position cement concrete of 1:4:8 mix (1 cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding cost of centering and shuttering All work upto plinth level (using crushed stone aggregate)
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) (using crushed stone agg.)
Reinforcement cement concrete works in beams suspended floors, roofs, having a slope upto of 15 degree, landing balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staiarcases, upto floor five level including curing but excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5: 3
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Cold Twisted bars.
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 for foundation, footings, base for columns etc for mass concrete.
Centring and shuttering including strutting, propping etc and removal of form for walls (any thickness) including attached pilasters butresses plinth and string course etc
Centring and shuttering including strutting, propping etc and removal of form for weather shades, chajjasm carbels etc.including edges.
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 for: Lintel, beams, plinth beams, girders, bressumers and cantilevers.
Centring and shuttering including strutting, propping etc. and removal of form for: Edges if slabs and breaks in floors and walls under 20 CM
Cement concrete flooring 1:2: 4.finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of noising of steps etc complete 50 mm thick with 20 mm nominal size stone aggregate (crushed)
Making khurrahs 45x45 cm with averge minimum thickness of 5 cm cement complete 1:2:4
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
15 mm thick Cement plaster on the rough side of single or half brick wall of mix:1 : 4 ( 1 cement : 4 coarse sand)
Providing and laying damp proof course 50 mm thicker with cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete.
Providing gola 75x75 mm in cement 1:2:4 (1 cement :2 coarse sand 4: stone aggregate 10 mm and donw sane : 4 stone aggreagte 10 mm and down guage) including finishing with cement mortar 1: 3 (1 cemet : 3 fine sand) as per standard design in 75x75 mm deep chase.
12 mm thick Cement plaster on the rough side of single or half brick wall of mix:1 : 4 ( 1 cement : 4 coarse sand)
Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm
Half Brick Masonry with common burnt clay (non modular) bricks of class designation 715 in foundation and plinth inclujding curingn in cement mortar (1:4) (1 cement : 4 coarse sand)
Providing and fixing 1mm thick M.S sheet door with frame of 40x40x6 mm 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. Angle 40x40x6 mm for diagonal braces.
Providing and fixing on all wall face on plasticsed Rigid PVC rain water pipes conforming to IS 13582 Type A including jointing with seal ring conforming to IS 5382 leaving 10 m gap for theremal expansion 110 mm dia.
Refilling available excavated earth in trenches plinth sides of foundation etc.layers not exceeded 20 cm depth
Painting withn 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 20mm 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 and fixing of glass strips in joints of cement concrete floors 40 mm wide and 4 mm thick
Distempering withn dry distemper of approved brand and manufactures (Two or more coats) of required shade on new work.
Applying priming coat with ready mixed red oxide with zinc chromate primer of approved brand and manufacture on steel glavanised iron/ steel works.
Carriage of stone aggregate (Crushed) upto 40-65 mm by mechanical Transport from source to site of work including cost for loading 30 KM
Carriage of stone aggregate and sand (Crushed) upto 20 mm by Mechanical Transport from source (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of Average 30 - km
Carriage of Bricks by mechanical transport from source to site of work including cost for loading and unloading.for an av. distance of Average 30 km
Carriage of Tiles by mechanical transport from source to site of work including cost for loading and unloading.for an av. distance of Average 30 km
Painting Roof top with bitumen of approved quality at 17 Kg/ 10 sqm impregnated with a cost of coarse sand at 60 cudm per 10 sqm including cleaning the slab surface with brushes and finally with a piece of cloth lighting soaked in kerosene oil complete with residual type bitumen of grade VG-10.
10 cm thick mud phusk of damped brick earth and roof laid to slope consoildated plastered with 25 mm thick mud mortar mixed with bhusa at 35 Kg per cum of earth and gobri leeping with mix 1.1 ( 1 clay : 1 cow dung) and covered with specified of bricks grouted with cement mortar 1:3( 1 cement : 3 fine sand) mixed with 2% of intergral water proofing compound by weight of cement and finishing neat with common burnt clay (non modular) brick tile of class designation 10.0.
Dismentling mnanually/ mecahnically inclluding stacking of serviceable material and disposal of unserviceable material within 50 merters lead as per direction of Engineer-in-charge Bituminious road.
Providing and fixing of GI pipes complete with GI fitting excluding trenches and refilling etc. 15 mm dia (Light) .
Providing and laying S&S centrifugally Cast (Spun) Ductile Iron Pipes conforming to IS 150 mm dia m(K-9 )
Providing Push on joint to centrifugually (Spun) Cast Iron pipes or Ductile Iron Pipes including testing of joints including Cast rubber Gasket 150 mm dia.
Welding including transportation plant at site etc. completed by electric plant.
Providing and fixing of CI sluice valves (with cap) complete with bolts, nuts, rubber inserations etc. (the tail piece if required will be paid separately).150 mm class II
Providing and fixing of CI Check valves (with cap) complete with bolts, nuts, rubber inserations etc. (the tail piece if required will be paid separately).150 mm class II
Providing and fixing water closet skuitting pan (Indian Type W.C. Pan) with 100 mm dia sand cast Iron P or S trap) 10 liter low level wide PVBC flusshing system including flush pipes with manually confrolled device conforming to IS 7231 with all fitting and fixture complete including cutting and making good the walls and floors whereever required White vitreous China Orissa pattern WC PAN of size 580x440 mm
Provdiing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillars taps 32 mm CP brass waste of standard pattern including painting of fittings and brackets, cutting and making good the walls whereever required White vitreous China Wash basin of size 550x 400 mm with a pair of 15 mm CP brass pillars tap.
Providing and placing on terrace on all floors levels) polythene water storage tank ISI 12701 marked with cover and suitable locking arrangement and making necessary holes for inlter, outlet and overflow pipes but without fitting and the base support for tank.(@ 200 Liters per Nos)
Providing and fixing of steel Girder 1 No of standard quality 180x90x15.40 ( 2 Nos)
Providing and fitting concelealed internal electrification of rooms including 4 Nos LED light, Fan point 2 Nos Fuse4s box 1 No 2 Nos 15 AMP socket with switch, 5 AMP 2 nos socket with switch of approved bracnch and 4 Nos LED security lights 30 Watts.main switch complete wiring with MS bracket for pole mounting complete including service line upto length of 20 meters.(Complete job)
Carriage of pipe 6 Km by Mechanical Transport. And 100 Meter average head load.
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