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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹74.3 LAccepted-AOC | ₹74.3 L Quoted ₹75.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹76.3 LRejected-AOC | ₹76.3 L | L2 | Rejected-AOC L2 |
| 3 | L3₹79.6 LRejected-AOC DHALIWAL | FIROZEPUR | PUNJAB | 142044 | ₹79.6 L | L3 | Rejected-AOC L3 |
| 4 | L4₹91.1 LRejected-AOC R O VILL GAUNA P O KAROUR TEHSIL NADAUN DISTT HAMIRPUR H P | HAMIRPUR | HIMACHAL PRADESH | 174304 | ₹91.1 L | L4 | Rejected-AOC L4 |
| Sl No | Description | Qty | Unit | Om Parkash Govt Contrator L3 | Vipan Kumar L4 | aditya govt. contractor L1 | ANISH SHARMA L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in foundations trenches etc. in carth work, lift upto 1.50 mts. Stacking the excavated syd not more than 3 mts. Clear from the edge of the excavation & then returning the stacked soil in 15 cams. Layers, when required into plinths sides of foundation etc. consolidating each deposited layers by ramming & watering & then disposing of all surplus excavated carth as dierected within all leads & lifts as per entire satisfaction of Engineer in charge | 378.21 | Cum | 180 ₹68,077.80 | 200 ₹75,642 | 90 ₹34,038.90 | 200 ₹75,642 |
| 2.00 | Excavation in earth work and filling in 15cm layers in foundation and plinth sides of foundation. Including ramming and watering and consolidating complete in all respect including carriage of material as directed by the Engineer-in-charge in all leads and lifts. | 1,047.12 | Cum | 350 ₹3.7 L | 280 ₹2.9 L | 120 ₹1.3 L | 135 ₹1.4 L |
| 3.00Laying. Jointing and Testing in trenches Galvanized mild steel pipe of below mentioned dia. and grade conforming to IS 1239-2004 including commissioning and cost of all fitting such as tees,union, elbow, reducer etc. (Earth work to be measured and paid for seprately)including entitr carraige of material in all leads & lifts as per the direction of Engineer-in-Charge. | |||||||
| 3.01 | GI pipe 150 mm dia. (M.C) | 50 | Rmt. | 75 ₹3,750 | 195 ₹9,750 | 100 ₹5,000 | 170 ₹8,500 |
| 3.02 | GI pipe 100 mm dia (L.C) | 295 | Rmt. | 60 ₹17,700 | 90 ₹26,550 | 100 ₹29,500 | 100 ₹29,500 |
| 3.03 | GI pipe 50 mm dia (L.C) | 65.65 | Rmt. | 55 ₹3,610.75 | 40 ₹2,626 | 50 ₹3,282.50 | 50 ₹3,282.50 |
| 3.04 | GI pipe 20 mm dia (L.C) | 42.29 | Rmt. | 20 ₹845.80 | 20 ₹845.80 | 50 ₹2,114.50 | 27 ₹1,141.83 |
| 4.00 | Providing and laying cement concrete 1:6:12(1cement: 6sand:12graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts. | 34.68 | Cum. | 2,800 ₹97,104 | 4,200 ₹1.5 L | 3,800 ₹1.3 L | 4,500 ₹1.6 L |
| 5.00 | Providing and laying cement concrete 1:4:8(1cement: 4sand:8 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts. | 18.75 | Cum. | 3,200 ₹60,000 | 4,800 ₹90,000 | 3,800 ₹71,250 | 5,300 ₹99,375 |
| 6.00 | Providing and laying cement concrete 1:3:6(1cement: 3sand:6 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts. | 15.09 | Cum. | 4,100 ₹61,869 | 5,500 ₹82,995 | 3,800 ₹57,342 | 5,500 ₹82,995 |
Tender Value
₹1.0 Cr
EMD Value
₹1.8 L
Closing Date
1 Dec 2025, 5:00 pmClosed
Executive Engineer
Jal Shakti Division Thanakalan
C/o 2 Nos Pump House, C/o 2 Nos Collection Tank 50000 and 75000 Liters capacity, C/o OHSR 50000, 70000 and 230000 Liters capacity, C/o underground storage tank 80000 Liters Capacity, boundary wall and electrical wiring to Pump House
2025_HPIPH_121653_1
UNA-UNA03-733
Open Tender
Civil Works
180 days
Thanakalan
Please refer Tender documents.
7 documents required · 7 mandatory
₹5,000
₹1.8 L
5 Mar 2026
24 Nov 2025
2 Dec 2025
24 Nov 2025
1 Dec 2025
24 Nov 2025
24 Nov 2025 - 1 Dec 2025
Excavation in foundations trenches etc. in carth work, lift upto 1.50 mts. Stacking the excavated syd not more than 3 mts. Clear from the edge of the excavation & then returning the stacked soil in 15 cams. Layers, when required into plinths sides of foundation etc. consolidating each deposited layers by ramming & watering & then disposing of all surplus excavated carth as dierected within all leads & lifts as per entire satisfaction of Engineer in charge
Excavation in earth work and filling in 15cm layers in foundation and plinth sides of foundation. Including ramming and watering and consolidating complete in all respect including carriage of material as directed by the Engineer-in-charge in all leads and lifts.
Laying. Jointing and Testing in trenches Galvanized mild steel pipe of below mentioned dia. and grade conforming to IS 1239-2004 including commissioning and cost of all fitting such as tees,union, elbow, reducer etc. (Earth work to be measured and paid for seprately)including entitr carraige of material in all leads & lifts as per the direction of Engineer-in-Charge.
GI pipe 150 mm dia. (M.C)
GI pipe 100 mm dia (L.C)
GI pipe 50 mm dia (L.C)
GI pipe 20 mm dia (L.C)
Providing and laying cement concrete 1:6:12(1cement: 6sand:12graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts.
Providing and laying cement concrete 1:4:8(1cement: 4sand:8 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts.
Providing and laying cement concrete 1:3:6(1cement: 3sand:6 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts.
Providing and laying cement concrete 1:2:4(1cement:2sand:4 graded stone aggregate 20mm nominal size)and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-
In foundation, footings, basis of columns and the like and mass concrete in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge.
Suspended floors, roofs, landings and shelves and their supports, balconies,beams, girders, bressumers and cantilevers upto all floor level complete involving acomplete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.
Providing and laying cement concrete 1:1:5:3(1cement:1.5sand:3 graded stone aggregate 20mm nominal size)and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-
In foundation, footings, basis of columns and the like and mass concrete in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge.
Wall (any thickness but not less than 0.10 mts.Thickness)attached pillasters,buttresses plinth,& string courses etc.from top of found.level upto floor two level
floor two level to floor three level
floor four level to floor five level
(i)Column,pillars,posts & struts upto floor two level
(ii) floor two level to floor three level
(iii) floor three level to floor four level
(iv) floor four level to floor five level
(i)Lintels,beams gorders bressumers & cantilevers upto floor two level
(ii) floor two level to floor three level
(iii) floor three level to floor four level
Suspended floors, roofs, landings and shelves and their supports, balconies,beams, girders, bressumers and cantilevers upto all floor level complete involving acomplete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.
(i)Arches upto floor two level:
(ii) floor two level to floor three level
(iii) floor three level to floor four level
Brick work using common burnt clay building brick in foundation and plinth in cement mortar 1:6(1cement:6sand) 2nd class brick complete all leads and lifts to the entire satisfaction of Engineer-in-charge.
In super structure in CM 1:6
Half brick masonary 2nd class common burnt clay building bricks in super structure in cement mortar 1:4(1cement:4sand) in all leads and lifts as per direction of Engineer-in-charge.
Prov.form work with steel plates 3.15mm thick welded with angle iron frame 30 x 30 x 5mm so as to give a fair finish including centring, shuttering,strutting & propping etc. with wooden battens and ballies, height of propping & centering below supporting floor to ceiling not exceeding 4mtr.& removal of same for insitu rainforced concrete and plain concrete work complete in all leads and lifrs and as per the directioin and to the entire satisfaction of the Engineer-in-Charge :-
Foundation,footings,basis of columns etc. & mass concrete.
Flat surfaces such as soffits & suspended floors, roofs, landing and the like. Floor etc. upto 200mm in thickness.
Vertical surfaces such as walls ( any thickness ) partition and the like including attached pillasters buttresses, plinth and string courses and the like.
For lintal,Beam girders,Plinth beam,bressumers and cantilevers.
(i) Columns,pillars.posts & struts.
(ii)Beyond 4.00 mtrs.
Edges of slab
Providing form work of ordinary timber plankings, so as to give a rough 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 4meters and removal of the same for insitu reinforced concrete and plain.(In Arches exceeding 6.00 mtr.span)
Beyond 4.00 mtr.height.
Providing, Laying mild or tor steel reinforcement for RCC. Work including bending binding and placing in position complete upto floor two level Tor steel complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.
Steel work welded in built up section , trusses and framed work including cutting,hoisting,fixing in postion and applying a priming coat of red lead paint,In gratings framed guard bars,ladders, railling,brackets and similar work. & as per direction & to the entire satisfaction of the Engineer-in-charge.
Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surfaces (two coats)to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials with in all leads and lifts and as per the direction and to the entire satisfaction of the Engineer-in-Charge..
Providing in RCC work smooth finishing of the exposed surface with Cement mortar 1:3 (1 Cement : 3 Sand) & as per direction & to the entire satisfaction of the Engineer-in-Charge.
Providing plinth protection 50mm thick in cement concrete 1:3:6(1cement:3sand:6graded stone aggregate 20mm nominal size) including finishing of the top surface of concrete smooth in all leads and lifts.
Providing plinth protection 75mm thick in cement concrete 1:3:6(1cement:3sand:6graded stone aggregate 20mm nominal size) including finishing of the top surface of concrete smooth in all leads and lifts.
Providing and fixing C.I. Sluice valves of following diameter Bir/Kartar make with hand wheel as per IS:780-1984 Class-I upto 300mm dia (incluidng brass spindle as per 2906-1984 Class-II for dia >300mm dia complete with bolts nuts, rubber insertion etc. (The tail piece if required shall be mesured and paid for separately) as per diection and to the entire satisfaction of the Engineer-in-charge.
100mm dia
150mm dia
Cement concrete flooring 1:2:4 (1 cement:2 sand :4graded stone aggregate 20mm nominal size )laid in one layer finished with a floating coat of neat cement in 40mm thick in all leads and lifts.
15mm thick cement plaster in single coat on rough side of stone /brick masonry walls for interior plastering upto floor two level including arrises, internal rounded angles, in all girth chamfers and / or rounded angles and finished even and smooth in cement mortar 1:6(1cement:6sand) complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.
15mm thick cement plaster in single coat on rough side of stone /brick masonry walls for interior plastering upto floor two level including arrises, internal rounded angles, in all girth chamfers and / or rounded angles and finished even and smooth in cement mortar 1:3(1cement:3sand) complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.
6mm cement plaster to ceiling in cement mortar 1:3 (1 cement 3 sand) finished with a floating coat of neat cement and thick coat of link wash on top of wall when dry for bearing of RCC slab and bend in all leads and lifts
Providing and fixing pressed steel doors frames manufactured from commercial mild steel sheet of 1.60mm thickness including hinges jumb lock jamb,beed and if reuired angle threshold of mild steel angle of section 50X25 mm or base ties of 1.60 mm pressed mild steel welded or regidly fixed together by mechanical means,adjustable lugs with split and tails to each jamb including steel butt hinges 2.5 mm thick with guards,lock strike plate and shock absorber as specified and applying a coat of approved steel primer after pretretment of the surface as directed by Engineer-in-Charge.(Profile-A)
Providing and fixing of M.S. grill of required pattern in wooden frames of windows etc with M.S. Flat square or round wire with round heads bolts and nuts or by screw plain grill as per direction and to the entire satisfaction of Engineer-in-charge.
Pointing on brick work with cement mortar 1:3 (1cement 3 sand) Raised and cut pointing.
White washing with lime on undecorated walls surface (two coats)to give an even shade including throughly brooming the surface dirt dust mortar dirt and other foreign matter in all leads and lifts.
Providing and fixing 1mm thick M.S.sheet door with frame of 40mmx40mmx6mm angle iron 3.15mm M.S. gusset plate at the junctions and corners including all necessary fittings, complete including applying a priming coat of red lead paint using flat 30mm x6mm for diagonal braces and control cross/pieces complete in all respect including carriage of material in all leads & lifts.
Applying a priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works complete in all respect including carriage of material in all leads & lifts.
Painting two coats With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat) complete in all respect including carriage of material in all leads & lifts.
P/Fixing of below items required for OHSR complete.
Lighting conductor
Water measure gauge
Vent pipe including CI cowl
Structural design & drawing
Soil testing report for bearing capacity of soil.
Wiring for light plug with (2x1.5 Sq.mm) PVC insulated,heat resistant flame retardant(HRFR) and low smoke single core(flexible)copper conductor cable in surface/recessed PVC conduit along with 1 No. 1.5Sq.mm. HRFRLS/PVC insulated sigle core copper conductor cable for earthing as required including carriage of material with in all leads & lifts complete.
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