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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹3.6 LAccepted-Finance VILLAGE PO MALAHAT TEHSIL DISTRICT UNA HP | L-1 | Accepted-Finance Found L-1 | |
| 2 | L-2₹3.9 L+₹24,595.30 (6.81%)Rejected-Finance HPSEBL THALOUT | L-2 | Rejected-Finance Not found L-1 | |
| 3 | L-3₹4.2 L+₹57,588.85 (16.0%)Rejected-Finance VPO LARHOON TEHSIL FATEHPUR DISTT KANGRA H P | L-3 | Rejected-Finance Not found L-1 | |
| 4 | L-4₹4.6 L+₹94,184.70 (26.1%)Rejected-Finance | L-4 | Rejected-Finance Not found L-1 | |
| 5 | L-5₹4.6 L+₹95,054.45 (26.3%)Rejected-Finance | L-5 | Rejected-Finance Not found L-1 |
Tender Value
₹4.7 L
EMD Value
₹9,418
Closing Date
24 Jun 2025, 5:00 pmClosed
Executive Engineer Jal Shakti Divn Haroli
Executive Engineer Jal Shakti Divn Haroli
Restoration and rain damages to lift water supply scheme Pubowal in tehsil Haroli Distt. Una(HP) (SH C/O Under ground tank 50,000 Ltr. Capacity and water connection at Girgira Sahib Gurudwara)
2025_HPIPH_107714_1
No. IDU-1/ TA/E- tender/25- 3104-25 dt 17-06-2025
Open Tender
Civil Works
Item Rate
90 days
Girgira Sahib Gurudwara
as per NIT
8 documents required · 8 mandatory
₹500
Yes
Executive Engineer Jal Shakti Divn Haroli
₹9,418
19 Jul 2025
17 Jun 2025
25 Jun 2025
17 Jun 2025
24 Jun 2025
17 Jun 2025
17 Jun 2025 - 24 Jun 2025
Amount
Excavation in foundations,trenches etc., in earth work, lift upto 1.50 mts. Stacking the excavated soil not more than 3 mts. Clear from the edge of the excavation & then returning the stacked soil in 15 cms. Layers,when required into plinths sides of foundation etc.,consolidating each deposited layers by ramming & watering & then disposing of all surplus excavated earth as dierected within all leads & lifts as per entire satisfaction of Engineer in charge.
Providing & laying cement concrete by using "M-10" graded stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in Foundation & plinth.
Providing & laying cement concrete by using "M-25" graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :-
(i) Foundation,footing,bases of columns and the like & mass concrete.
(ii) 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
Prov.form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm,so as to give a fair finish i/c centring shuttering,strutting & propping etc. with wooden battens & ballies,ht. of propping & centring below supporting floor to ceiling not exceeding 4.00 mts. & removal of the same for in situ-reinforced concrete & plain concrete work :-
Vertical surfaces such as wall (any thick.) partitions & the like i/c attached pillasters,buttresses,plinth & string courses & the like.
Prov.form work of ordinary timber plankings so as to give a rough finish i/c centring, shuttering,strutting & propping etc. ht.of propping & centring below supporting floor to ceiling not exceeding 4 mts. & removal of the same for insitu-reinforced concrete & plain concrete work in :-
Arches upto 6.00 mts.span
Prov.in RCC work smooth finishing of the exposed surface with cement mortor1:3(1cement :3 sand )
Providing & laying cement concrete by using "M-20" graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for RCC work in :-
(i) Suspended floor,roofs,landing & shelves & their support balconies, beams, girders, bressumers & cantilever upto floor level.
(ii) Arches upto floor two level.
Providing Tor steel reinforcement for RCC work i/c bending,binding & placing complete upto floor two level.
Steel work welded in built up sections,trusses & framed work i/c cutting, hoisting & fixing in position & applying a priming coatof red paint :- In grating, framed ,guards,bars, ladders,railing,brackets & similar works.
Laying jointing and testing of GMS/MS Tubes (L/M class) tube fitting (Earth work in trenches to be measured & paid for separately)
50 mm dia
Providing & fixing CI Sluice valve (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)
50 mm dia
Constructing chamber for sluice valve, with CI surface box 100 mm top dia.,160 mm bottom dia. & 180 mm deep(inside) with chained lid RCC top 1:2:4 mix (1 cement :2 sand :4 graded stone aggregate 20 mm nominal size) 100mm thick foundation concrete 1:5:10 mix (1cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1 :3 (1 cement : 3 sand) finished with a floating coat of neat cement i/c curing complete. 600 x 600 x 750 mm inside size With 150 mm thick walls of RCC 1:2 :4 (1 cement :2 sand :4 graded stone aggregate 20mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centres both ways
Prov. & fixing Cast iron Man hole cover with frame having frames size of 500 mm internal dia.should not be less than 50kg
NARESH KUMAR (BID ID -527852)
HARPREET SINGH (BID ID -526926)
Pramodh Kumar (BID ID -527868)
KESAR SINGH (BID ID -527882)
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