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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹20.3 LAdmitted-Finance | -32.00% | ₹20.3 L | L1 | Admitted-Finance |
| 2 | L2₹20.6 LAdmitted-Finance | -31.05% | ₹20.6 L | L2 | Admitted-Finance |
| 3 | L3₹20.9 LAdmitted-Finance | -30.00% | ₹20.9 L | L3 | Admitted-Finance |
| 4 | L4₹22.1 LAdmitted-Finance | -26.00% | ₹22.1 L | L4 | Admitted-Finance |
| 5 | L5₹22.4 LAdmitted-Finance | -25.00% | ₹22.4 L | L5 | Admitted-Finance |
Tender Value
₹29.9 L
EMD Value
₹59,800
Closing Date
5 Feb 2026, 6:00 pmClosed
Ex. Engineer
Jal Shakti (PHE) Division Doda
Construction, Testing and Commissioning of 01 No. Collection Tank, 01 No. Sedimentation Tank and 01 Steel Rope Crossing for Providing, Laying and fixing of GI/HDPE Pipe for Water Supply Scheme Jawahar Navodaya Vidyalaya Arnora Ghat under Deposit Co
2026_PHE_301713_1
28 of 01/2025-26
Open Tender
Civil Works
Arnora
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
Yes
Ex. Engineer
₹59,800
9 Feb 2026
29 Jan 2026
6 Feb 2026
29 Jan 2026
5 Feb 2026
29 Jan 2026
Earth 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 by Engineer incharge in all kind of soil.
Earth 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 by Engineer incharge in ordinary rock.
Earth work in excavation by manual means over areas (exceeding 30cm and upto 1.5mtr in width as well as 10 Sqm on plan) including disposal of excavated earth upto 1mtr. for cutting edge, disposed earth to be levelled & neately dressed in all kind of soil.
Earth work in excavation by manual means over areas (exceeding 30cm and upto 1.5mtr in width as well as 10 Sqm on plan) including disposal of excavated earth upto 1mtr. for cutting edge, disposed earth to be levelled & neately dressed in ordinary rock.
Providing & laying in position cement concrete of specified grade excluding the cost of centring & shuttering all work upto plinth level in 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggr. 40mm nominal size.
Providing & lfixing 1mm thck MS steel Door With Frame 40*40*6mm angle iron & 3 mm gusset plate using MS angle For Diagonal Braces
Providing & laying in position cement concrete of specified grade excluding the cost of centring & shuttering all work upto plinth level in 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggr. 20mm nominal size).
Providing and laying in position specified grade of reinforced cement concrete includingcuring but excluding the cost of centering, shuttering, finishing and reinforcement. Allworks upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm 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 works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Reinforced 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.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Providing & Incorporating (during concreting) GP sheet strip water seal 1.25mm (nominal thick) at construction joints including jointing of ends so as to form a continous barrier, strip area (excluding laps) to be measured (width upto 20cm)
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).
Steel Reinforcement for RCC work incl. straighening, cutting, bending, placing in position & binding all complete upto plinth level TMT bars.Fe 500.
Centering and shuttering in circular work in foundation, footings, bares of column etc. for mass concrete.
Centring and shuttering including strutting, propping etc.and removal of form work for walls (any thickness.) incl. attached pilasters, buttresses, plinth & string courses.
Providing and incorporating (during Concerting) GP Sheet Strip water seal 1.25mm (nominal Thick) at construction Joints ,including jointing at ends so as to form a continous barrier ,strip ares to be measured (width upto 20cm)
Filling available excavated earth ( excluding rock) in trenches, plinth side of foundationetc. In layer not excedding 20cm in depth , lead upto 50mtr and lift upto 1.5mtr
12mm Cement plaster finished with a floating coat of neat cement of mix: 1:3
Finishing walls with water proofing cement paint of required shade onNew work (two or more coats applied @ 3.84 kg/10sqm)
Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement)
Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
Steel work welded in built up sections/framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steelprimer using structural steel etc. as required.
Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone
Providing and fixing G.I. pipes complete with G.I. fittings excludingtrenching and refilling etc. (external work) 50 mm dia. nominal bore
Providing and fixing HDPE. pipes complete with G.I. fittings excludingtrenching and refilling etc. (external work) 75 mm dia. nominal bore
Providing and fixing HDPE. pipes complete with G.I. fittings excludingtrenching and refilling etc. (external work) 63 mm dia. nominal bore
Providing and fixing of HDPE Coupler of Approved Quality a) 75 mm dia nominal bore (LMR)
Providing and fixing of HDPE Coupler of Approved Quality a) 63mm dia nominal bore (LMR)
Providing Steel Rope Crossing including Cost of steel Rope 20mm dia ,U-Clamp ,iron clamp/hooks,labours charge for Streching the steel rope in postion ,hire charges of chain Pulley along with the operator ,laying and fitting of Gi pipe all complete Job
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 50 mm nominal bore
Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation refilling the earth or cutting of wall and making good the same completewherever required. 50 mm nominal bore
Dismantling G.I. pipes (external work) including excavation and refillingtrenches after taking out the pipes, manually/by mechanical means Above 40 mm nominal bore
Providing and fixing of GI pipe with GI fitting excluding cost of trenching and refilling etc 80mm nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end ) 65 mm nominal bore
Laying and fitting of G.I. pipes (all classes) complete excluding cost ofpipes, fittings and Earth work. 40 mm and 50 mm dia. G.I. pipes
Carriage of G.I pipes by Mechanical Transport including loading unloading & stacking from SIDCO Jammu to site of work average distance 200 Km and manual means 2 km.by HL
Carriage of HDPE pipes by Mechanical Transport including loading unloading & stacking from Jammu to site of work average distance 200 Km and manual means 2 km.by HL
Carriage of Cement & steel by Mechanical Transport including loading unoading & stacking from nearest market place (To be identified by engineer in charge) to road side of work at an average distance of 20 km.
Carriage of Cement by Manual means including loading unoading & stacking from road side (To be identified by engineer in charge) to site of work at an average distance of 02 km.
Carriage of Steel by Manual means including loading unoading & stacking from road side (To be identified by engineer in charge) to site of work at an average distance of 02 km
Carriage of Sand & stone aggrigate upto 40mm nominal size (crshed) by Mechanical Transport including loading unoading & stacking from source (To be identified by engineer in charge) to road side of work at an average distance of 40 km.
Carriage of Sand & stone aggrigate upto 40mm nominal size (crshed) by Manual means including loading unoading & stacking from roadside (To be identified by engineer in charge) to site of work at an average distance of 02 km.
Carriage of stone From Near By Nallah to site of work at an average distance of 1 Km by manual means
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