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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.5 LAccepted-AOC VILLAGE PO MALAHAT TEHSIL DISTRICT UNA HP | L1 | Accepted-AOC L1 | |
| 2 | L2₹15.1 L+₹13,994.45 (0.94%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹15.3 L+₹31,725.30 (2.12%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹15.9 L+₹95,201.13 (6.36%)Rejected-AOC DHALIWAL | FIROZEPUR | PUNJAB | 142044 | L4 | Rejected-AOC L4 |
Tender Value
₹19.4 L
EMD Value
₹36,642
Closing Date
1 Jul 2025, 5:00 pmClosed
Executive Engineer
Jal Shakti Division Thanakalan
C/O Collection tank 50000 litrs capacity OHSR 70000 litrs. Capacity with 15 mtrs. staging height Boundary wall Laying)
2025_HPIPH_108514_1
UNA-UNA03-733
Open Tender
Civil Works
Lump-sum
180 days
Thanakalan
Please refer Tender documents.
6 documents required · 6 mandatory
₹500
₹36,642
26 Nov 2025
24 Jun 2025
2 Jul 2025
24 Jun 2025
1 Jul 2025
24 Jun 2025
24 Jun 2025 - 1 Jul 2025
Amount
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
Providing, 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 100 mm dia (L.C)
GI pipe 150 mm dia (L.C)
GI pipe 20 mm dia (L.C)
Providing and laying cement concrete 1:6:12 (1cement : 6sand:12 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 1:1:5:3(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
(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
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
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.
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..
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.
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.
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.
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.
Pointing on brick work with cement mortar 1:3 (1cement 3 sand) Raised and cut pointing.
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.
Applying priming coat over new steel surface after and including preparing the surface by thoroughly cleaning oil dirt grease and other foreign matter sand papering and knotting ready mixed paint brushing wood primer pink 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
Providing & Fixing of SFRC manhole cover with frame having frames size of 500mm internal dia (Medium duty). The weight of cover and frame should not less than 100 Kg. complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.
Providing & fixing bends of required degrees made from parent tubes conforming to relevant codes fully flanged with MS Flange of Table - 5 conforming to IS: 6392 - 1971 complete in all respect within 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.
Him Associates (BID ID -530547)
Vijay Sharma Contractor (BID ID -530592)
Om Parkash Govt Contrator (BID ID -530126)
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