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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.4 LAccepted-Finance | L1 | Accepted-Finance lowest bidder | |
| 2 | L2₹3.9 Cr+₹3.5 Cr (937.1%)Rejected-Finance | L2 | Rejected-Finance other then lowest | |
| 3 | L3₹39.1 L+₹1.7 L (4.59%)Rejected-Finance | L3 | Rejected-Finance other then lowest bibber | |
| 4 | L4₹39.7 L+₹2.3 L (6.06%)Rejected-Finance | L4 | Rejected-Finance other then lowest | |
| 5 | L5₹39.8 L+₹2.3 L (6.26%)Rejected-Finance | L5 | Rejected-Finance other then lowest |
Tender Value
₹48.3 L
EMD Value
₹80,000
Closing Date
13 Jun 2025, 5:00 pmClosed
EE JSD Pooh
EE JSD Pooh Kinnaur HP
SH CO head weir CO Intake chamber Co Sedimantation tank Co filter bed CO storage tank 25000 litres capcity laying and jointing of the GI pipes of various dia CO PCC Rwall CO barbed wire fencing and providing FHTCs
2025_HPIPH_107094_1
KNR-EE-JSD-Pooh-1459-1559
Open Tender
Civil Works
Item Wise
EE Pooh
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,500
Yes
₹80,000
Yes
EE JSD Pooh
1 Jul 2025
6 Jun 2025
16 Jun 2025
6 Jun 2025
13 Jun 2025
6 Jun 2025
9 Jun 2025
Amount
Excavation in earth work and disposalof all excavated earth up to a lead of 20 mtrs. And lift up to 1.50 mtrs. Disposal earth to be levelled and neatly dressed pick jumper work.
Excavation in foundation trenches etc. in earth work lift up to 1.5 mtrs. Stacking the excavated soil not more than 3 metres away from the edge of excavation and then returning the stacked soil in 15 cm layers when required in to plinth and sides of foundations, consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated earth as directed with in all lead and lift
Providing and laying cement concrete 1:4:8 ( 1 cement : 4 sand :8 grades stone aggregate 40mm nominal size)and curing complete excluding cost of form work inFoundation and plinth within all leads and lifts .
Providing and laying cement concrete 1:3:6 ( 1 cement : 3 sand :6 grades stone aggregate 20mm nominal size)and curing complete excluding cost of form work inFoundation and plinth within all leads and lifts .
Providing and laying cement cocrete 1:5:10 ( 1 cement:5 sand : 10 graded stone agg. 40 mm nominal size) with 15% plum and curring complete excluding the cost of form work in retaining walls/breast walls,the size of plum shall usually be 150mm to 300 mm as per HPPWD/Jal Shakti department specificaations within all leads and lifts.
Providing and laying cement concrete 1:1.5:3 ( 1 Cement:1.5 Sand : 3 graded stone agg. 20mm nomimal size) and curring complete excluding the cost of form work and reinforcement for reinforced concrete work in :-
foundation,footing,base of columns and the like and mass concrete.within all leads and lifts.
Wall ( any thickness but not less than 0.10 mtrs) from top oflevel up to floor two level within all leads and lifts..
Laying Tor steel reinforcement for RCC work i/c bending, binding & placing in position complete upto floor two level within all leads and lifts..
Providing in RCC work smooth finishing of the exposed sarface with cement mortor 1:3 (1: cement :3 sand ) within all leads and lifts.
Steel work welded in built 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.within all leads and lifts.
Providing & laying cement concrete 1:2:4 (1 cement:2 sand :4 grades stone agg. 20 mm N/S ) and curing complete excluding the cost of form work and reinforcement for RCC work : Suspended floors , roofs , landing s, balconines , beams etc. with in all leads and lifts.
Wire crate made of G.I. wire filled with boulder with square cut faces against the wire ( boulder filling to be measured and paid for separately)Inter link chain 4mm thick corresponding to SWG8,15cmx15cm In mesh.
Wire crate of G.I. wire filled with boulder with square cut faces against the wire ( wire crates to be measured and paid for separately)
Providing and fixing SFRC cover with frame having frames size of 560 mm internal Dia (medium duty ) with in all leads and lifts.
Providing laying precast reinforcement cement concrete slab with CC 1:2:4 (1: Cement, 2: Sand, 4: Agg stone 20mm nominal size)
Providing and placing in horizonatal layars of filtering media duly graded, screened , washed and cleaned as specified by the Engineer-in - Charge .
a). Top Layer: find sand (Eff. Size 0.20mm to 0.40mm & uniformity coefficient 2.00 to 3.00 ) with in all leads and lifts.
b) 2nd Layer : Coarse sand 3 mm to 6mm within all leads and lifts.
c) Third layer : bazry 20mm to 25mm with in all leads and lifts.
d) Fourth layer : bazry 6mm to 20mm with in all leads and lifts .
e) Bottom Layer: broken stone 50mm within all leads and lifts.
Providing and fixing gate wall ( class PN 1.00 ) of leader /kartar make as per IS:780- 1984 & IS :2906 - 1984 complete in all respect with in all leads and lifts.
i) 15mm Dia
ii) 40mm Dia
iii) 80mm dia
Laying /jointing & testing of below mentioned GMS tubes (medium grade ) serewed & socketed i/c all type of fittings ( earth work in trenches to be measured and paid for separately )within all leads and lifts complete in all resspect as per entire satisfaction of Engineer-In- Charge .
i)15mm dia.
ii)25mm dia.
iii)32mm dia.
iv)40mm dia.
v)80 mm dia .
Providing and fixing GI fitings (Superior quality ) of various Dia within all leads and lifts.
i) GI Union 15mm Dia .
ii) GI Union 20mm Dia.
iii) Bib cock .
iv)GI Elbow 15mm dia .
v) GI tee 25x25x15mm
Providing and fixing CI Sluice wlh (with hand wheel ) as per IS:780-1984 class :1 upto 300mm dia (i/c brass spindel and as per 2906.1984 class:2 for dia >300mm ) complete wirth bolts , nuts , rubber insertion etc.(The tail piece if required shall be measured and paid for sepretely )with in all leads and lifts)
i) 80mm dia
ii)40mm dia.
Constructing chamber for sluice walf , with ci serface box 100 mm tope dia , 160mm bottom dia and 180 mm deep (inside ) with chained laid RCC Tope 1:2:4 mix ( 1 Cement:2 sand: 4 graded stone agregade 20mm nominal size)100 mm thick foundation concrete 1:5:10 ( 1 cement: 5 sand: 10 graded stone agregad 40mm nominal size )and inside plasting with cement motor 1:3 ( 1 cement : 3 sand) finished with a floating coat of neat cement i/c curing complete.600x600x750mm inside size with 150 thick walls of RCC 1:2:4 ( ( 1 Cement:2 sand: 4 graded stone agregade 20mm nominal size) complete with form work and reinforcement with 6mm bars at not exceeding 150mm centres both ways with in all leads and lifts .
1.80 mtr. High fencing with 2.50 mtr. Angle ion posts of size 50x50x5mm (Min.) 2.50 mtr. Centre to centre with a horizontal 1.80 mtr. High fencing with 2.50 mtr. M.S. angle iron post of size 50x50x5 mm (Min.) 2.50 mtr. Centre to centre with 9 Nos. horizontal lines and two diagonals of galvanised steel barbed wire (IS:278-1962 Type I) weighing 9.38 kg per 100 mtrs. (minimum) strained and fixed to posts with 61 stples including with painting of M.S. angle iron complete embedded in CC 1:3:6 within all leads and lifts.
Providing and fixing anglee iron gate including locking arrangment ( the weight of gate 80 kg) double leaf complete in all respect.( size 1.80x1.20 mtrs.) with in all leads and lifts as per direction of Engineer-in-charge at site.
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centering, shuttering, strutting and propping etc with wooden battens and ballies, height of proping and centering below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for in situ reinforced concrete and plain concrete work in
vertical surface such as walls ( any thickness) partition and the like including attached pillasters, buttresses plinth and string courses and the like with in all leads and lifts .
Flat surface.
Providing and Laying cement concrete 1:5:10 (1 cement: 5 sand:10 stone aggregate 20mm nominal size with curing complete excluding the cost of Formwork in R/walls/Breast walls the size of plum shall be 15mm to 300mm as per HPPWD Specification with in all leads and lifts as per Direction of Engineer in charge.).
SHASANDAR DWAJ (BID ID -524552)
SITA RAM (BID ID -523871)
Ajay Sharma (BID ID -524687)
GULAB DEI (BID ID -524310)
MAA KAMAKHYA BLESSINGS (BID ID -524559)
YASHWANT SINGH CONTRACTOR (BID ID -524325)
M/S MAHINDER SINGH CONTT. (BID ID -524196)
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