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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.1 LAdmitted-Finance DHALIWAL | JALANDHAR | PUNJAB | 144001 | ₹49.1 L | L1 | Admitted-Finance |
| 2 | L2₹58.0 LAdmitted-Finance DHALIWAL | ₹58.0 L | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Sahil ohri L2 | parmod kumar L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation in foundation, trenches etc. in earth work, in all kinds of soil such as pick work, jumper work, blasting work in hard / soft rocks, chiseling / wedging out of hard / soft rocks including dewatering in saturated soil up to all leads and lifts, staking the excavated soil / materials upto all leads and lifts clear from the edge of excavation and then returning the stacked excavated soil in all layers when required into plinths sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as per direction of Engineer -in-Charge. | 260.32 | Cum. | 300 ₹78,096.60 | 220 ₹57,270.84 |
| 2.00 | Providing and laying cement concrete 1:4:8 (1 cement:4 sand:8 graded stone aggregate 40mm nominal size) excluding cost of centring and shuttering in: Foundations and plinth complete in all respect with in all leads and lifts | 2.99 | Cum | 5,200 ₹15,530.32 | 3,200 ₹9,557.12 |
| 3.00 | Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) excluding cost of centring and shuttering in: Foundations and plinth complete in all respect with in all leads and lifts | 22.03 | Cum. | 5,600 ₹1.2 L | 3,500 ₹77,105 |
| 4.00Providing and laying cement concrete 1:1 ½:3 (1cement :1 ½ sand :3 stone aggregate 20 mm nominal size) & curing complete but excluding the cost of form work and reinforcement for reinforced concrete work | |||||
| 4.01 | Foundation footings bases of columns and the like and mass concrete within all leads and lifts as per the direction of Engineer-in-charge. | 60.74 | cum. | 7,200 ₹4.4 L | 6,000 ₹3.6 L |
| 4.02 | Wall (any thickness but not less than 0.10 mts. thickness) attached pillasters, buttresses plinth, and string courses etc.from top of foundation level upto floor two level within all leads and lifts as per the direction of Engineer-in-charge. | 57.71 | cum. | 7,600 ₹4.4 L | 6,200 ₹3.6 L |
| 5.00 | Providing & laying cement concrete using M-25 (Design Mix) but not less than 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete work in :- Suspended floor, roofs, landing and shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor level within all leads and lifts as per the direction of Engineer-in-charge. | 6.94 | Cum. | 6,700 ₹46,498 | 6,200 ₹43,028 |
| 6.00Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for in-situ reinforced concrete and plain cement concrete in :- | |||||
| 6.01 | Foundation,footing, bases of columns and the like & mass concrete. | 27.8 | sqm. | 320 ₹8,896 | 250 ₹6,950 |
| 6.02 | Flat surface such as soffits of suspended floors, roofs, landing and the like floors etc. upto floor to 200mm in thickness. | 39.22 | Sqm. | 580 ₹22,747.60 | 450 ₹17,649 |
Tender Value
₹66.0 L
EMD Value
₹1.2 L
Closing Date
27 Dec 2025, 10:00 amClosed
Executive Engineer Jal Shakti Divn No.1 Una
Executive Engineer Jal Shakti Divn No.1 Una
(SH Establishment of FSSM Co- Treatment System Capacity 20 KLD Along with Existing Sewage Treatment Plant)
2025_HPIPH_123975_1
No. JSV/ IDU-I/TA/E-tender/25-10377-404 dt 20-12-25
Open Tender
Civil Works
180 days
Sewerage Scheme to Una Town
as per NIT
9 documents required · 9 mandatory
₹2,000
Yes
Executive Engineer Jal Shakti Divn No.1 Una
₹1.2 L
7 Jan 2026
20 Dec 2025
27 Dec 2025
20 Dec 2025
27 Dec 2025
20 Dec 2025
20 Dec 2025 - 27 Dec 2025
Amount
Excavation in foundation, trenches etc. in earth work, in all kinds of soil such as pick work, jumper work, blasting work in hard / soft rocks, chiseling / wedging out of hard / soft rocks including dewatering in saturated soil up to all leads and lifts, staking the excavated soil / materials upto all leads and lifts clear from the edge of excavation and then returning the stacked excavated soil in all layers when required into plinths sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated soil as per direction of Engineer -in-Charge.
Providing and laying cement concrete 1:4:8 (1 cement:4 sand:8 graded stone aggregate 40mm nominal size) excluding cost of centring and shuttering in: Foundations and plinth complete in all respect with in all leads and lifts
Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) excluding cost of centring and shuttering in: Foundations and plinth complete in all respect with in all leads and lifts
Providing and laying cement concrete 1:1 ½:3 (1cement :1 ½ sand :3 stone aggregate 20 mm nominal size) & curing complete but excluding the cost of form work and reinforcement for reinforced concrete work
Foundation footings bases of columns and the like and mass concrete within all leads and lifts as per the direction of Engineer-in-charge.
Wall (any thickness but not less than 0.10 mts. thickness) attached pillasters, buttresses plinth, and string courses etc.from top of foundation level upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.
Providing & laying cement concrete using M-25 (Design Mix) but not less than 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced cement concrete work in :- Suspended floor, roofs, landing and shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor level within all leads and lifts as per the direction of Engineer-in-charge.
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for in-situ reinforced concrete and plain cement concrete in :-
Foundation,footing, bases of columns and the like & mass concrete.
Flat surface such as soffits of suspended floors, roofs, landing and the like floors etc. upto floor to 200mm in thickness.
Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasres buttresses, plinth & string courses and the like.
Edges in Slabs
White washing with lime on undecorated wall surfaces two coats to give an even shade including thoroughly brooming the surface to remove all dirt, dust, mortar dirt and other foreign matter complete in all respect with in all leads and lifts
Providing Tor steel reinforcement for RCC work including bending,binding & placing in position complete upto floor two level within all leads and lifts as per the direction of Engineer-in-charge.
Providing Laying jointing and testing of DI pipe spigot and socketed pipe with CML (SBR tyton push on joint) complete in all respects as per IS 8329-2900 class K7 diamensions weight and test pressuers in all respect and as per patest ammendments or adition.
Providing and jointing tyton (Push on joints) to Ductile iron pipe and fitting including testing of the joints, cost of rubber gasket (EDPM quality)conforming to IS 3382 latest edition/ ammendments complete in all respect within all leads and lifts and as per latest ammendments or edition.
Providing and fixing all socket DI Tee/ Cross as per IS 8329 or letest additional amendments including carriage of material within all leads lifts complete in all respect.
150 mm dia
Providing and Supplying CI Sluice valve of KARTAR/LEADER/KIRLOSKAR Make (with hand wheel) as per IS : 780-1984 class-I upto 300 mm dia.(i/c brass spindle & as per 2906-1984 class-II for dia.> 300 mm) complete with bolts nuts,rubber insertion etc.,(the tail piece if required shall be measured & paid for separatly) complete in all respect as per the entire satisfaction of Engineer-in-Charge.
Dewatering Machine Item Name:Supply, Installation, Testing and Commissioning of Sludge Dewatering Machine (Screw Press) Detailed Description: Supply, installation, testing and commissioning of fully automatic sludge dewatering unit suitable for dewatering of digested / biological sludge having 10–15% solids concentration, including all mechanical, electrical and instrumentation accessories. The system shall comprise: • Dewatering unit (screw press), • Sludge feed pump with suitable capacity, • Polymer dosing and preparation unit, • Control panel with PLC and necessary instrumentation, • Interconnecting piping and cabling, • Foundation bolts, supports and mounting frame, • Complete as per approved technical specifications and drawings, • Including all taxes, duties, transportation, erection, and commissioning charges. Technical Parameters (illustrative): • Type: Screw Press • Capacity: 3 m³/hr (as per design) • Material of Construction: SS304 / SS316 (as applicable) • Power Supply: 415V, 3 Phase, 50 Hz • Drive Motor: IE3 efficiency • Polymer Dosing System: Fully automatic with flow control • Control: PLC-based automation with local and remote operation
Providing in RCC work smooth finishing of the exposed surface with cement mortor 1:3(1cement :3 sand) with in all leads and lifts.
Steel work welded in Build up Sections,Trusses & framed work i/c cutting,hoisting & fixing in position & applying a priming coat of red paint:- In grating, framed, guards, bars, ladders, railing, brackets & similar works In all leads and lifts.
Providing, lowering, laying and jointing HDPE pipe (confirming to PE80 PN8 DN160 IS 14333: 1996) in proper position by butt fusion joining procedure including hydraulic testing as per relevant IS Code, complete with all material for joining procedure like butt fusion welding machine with hydraulic jack, top loading clamp etc. pump and accessories for hydraulic testing and all labours as directed by engineer in charge as confirming to IS- 7634 (Part II): 2012 amended upto date).
Providing and placing in horizontal layers filtering media duly graded, screened, washed and cleaned as specified for SDB and as per the direction of the Engineer-in-Charge.
Providing and Fixing Poly Carbonate Sheet for roofing Sludge Drying Bed complete as per design and to the entire satisfaction and direction of the Engineer in Charge.
Providing and Fixing 15cm wide 45cm overall semicircular poly Carbonate sheet gutter with iron brackets 40x3mm size bolts and nuts and washers etc. including making necessary connections with rain water pipe complete as per design and as per Direction of the Engineer in Charge.
Providing and Fixing Ridges or Hips 60cmm overall with poly Carbonate Sheet in roofing iron J or L hooks ,bolts and nuts 6mm dia G.I. implet and bitumen washers complete with all accessories as required as per the Direction of the Engineer in Charge.
Providing and Fixing galvanised MS wire gauge of I.S. gauge designation no. 85g with wire of dia 0.56mm complete with all accessories as required as per the Direction of the Engineer in Charge.
Providing and Fixing Cast Iron Man Hole cover complete in all respect.
Sahil ohri (BID ID -601949)
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