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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.0 LAdmitted-Finance | +2.14% | ₹5.0 L | L1 | Admitted-Finance |
| 2 | L2₹5.2 LAdmitted-Finance | +6.00% | ₹5.2 L | L2 | Admitted-Finance |
| 3 | L3₹5.3 LAdmitted-Finance | +7.85% | ₹5.3 L | L3 | Admitted-Finance |
Updated dates
Tender Value
₹4.9 L
EMD Value
₹9,880
Closing Date
9 Mar 2026, 6:00 pmClosed
Executive Engineer
S and D Div. West Jammu
Upgradation/ Realignment and laying of RCC pipe 150mm dia along with property chamber at Block 4/24/84/138 and 162 Jagti Nagrota Jammu Contract No SDJ/W/102/2025-26
2026_HAUDD_304420_1
E-NIT No 56 of 2025-26 Dated 24-02-2026
Open Tender
Civil Works
30 days
Jammu
refer PQ terms and conditions
2 documents required · 2 mandatory
₹600
Executive Engineer, S and D Div. (West), Jammu
₹9,880
20 Mar 2026
24 Feb 2026
10 Mar 2026
24 Feb 2026
9 Mar 2026
24 Feb 2026
Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 meters lead.
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)
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:25 meter beyond 1 m from cutting edge. All kinds of soil
Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres All kinds of soil
Extra for every additional lift of 1.50 m part thereof in excavation / banking excavated or staked
Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: WBM .
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.
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.
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 40 mm nominal size)
Making connection to sewer lane
Plumber
Labour/ Sewer Man
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 110 mm diametre
Refixing of cement concrete tiles in cement concrete 1:3 mix. (New Tile)
Refixing of cement concrete tiles in cement concrete 1:3 mix. (Old Tile)
Disposal of demolishing material 5 km and 150m head load
Carriage of Sand and bajree avg 15 km by MT and 150 mtr by headloadincluding laoding and unloading complete
Constructing brick masonry circular manhole 0.91 mm internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 19.9A.1 1.68 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : 20.9A.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
Constructing brick masonry road gully chamber of specified size with common burnt clay(non modular) bricks of class designation 7.5 in cement mortar 1:4 ( 1 cement : 4coarse sand) including precast R.C.C. horizontal grating with frame complete as per standard design: Chamber size 45x45x77.50 cm including precast R.C.C grating with frame 450x100 mm vertical grating.
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 150 mm dia pipe NP2
Hire Charges of suction Jetting Machine 1500 PSI machine i/c POL & operator
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