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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.2 LAccepted-AOC VILLAGE BALI PO BEHLI TEHSIL NIHRI DISTT MANDI HP | MANDI | HIMACHAL PRADESH | 175001 | L1 | Accepted-AOC lowest | |
| 2 | L2₹18.5 L+₹1.3 L (7.68%)Rejected-Finance VILLAGE SHEKHAI P O DHADI GUNSA TEHSIL ROHRU DISTT SHIMLA HIMACHAL PRADESH | ROHRU | SHIMLA | HIMACHAL PRADESH | L2 | Rejected-Finance Higher | |
| 3 | L3₹19.8 L+₹2.6 L (15.1%)Rejected-Finance | L3 | Rejected-Finance Higher | |
| 4 | L4₹21.0 L+₹3.9 L (22.5%)Rejected-Finance | L4 | Rejected-Finance Higher | |
| 5 | L5₹21.1 L+₹4.0 L (23.0%)Rejected-Finance | L5 | Rejected-Finance Higher |
Tender Value
₹25.4 L
EMD Value
₹1.0 L
Closing Date
19 Jan 2022, 9:00 amClosed
DFO RAMPUR
DFO RAMPUR
NAME OF WORK Water Harvesting Structure (Jal Bhandaran Yojna) at VillagePhancha in forest Beat Phancha,forest block Phancha, Forest Range Rampur Division Rampur, Tehsil Rampur, DisttShimla (H.P.)
2022_FD_55652_2
4966
Open Tender
Chemicals/Minerals
Item Rate
75 days
PHANCHA
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
DFO RAMPUR
₹1.0 L
Yes
1 Feb 2022
13 Jan 2022
19 Jan 2022
13 Jan 2022
19 Jan 2022
13 Jan 2022
Amount
JAL BHANDARAN
Excavation in foundations, trenches etc. in earth work, lift upto 1.5 mt. stacking the excavated soil not more than 3mt clear from the edge of the excavation and then returning the stacked soil in 15cm layers, when required into plinths sides of foundations etc. , consolidating each deposing all surplus excavated earth as directed with in a lead of 20mtr.
Providing and Laying cement concrete 1:5:10 (1 cement: 5 sand: 10 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work and reinforcement in reinforced cement concrete work in foundation and plinth.
Providing tor steel reinforcement for RCC work i/c bending binding placing in position.
Providing form work with steel plate 3.15 mm thick welded with angle iron in frame 30×30×5 mm so as to give a fair finish i/c centering shuttering strutting and propping etc. with wooden batten and ballies height of propping and centering below floor to ceiling not exceeding 4 mtrs and removal of the same insitu reinforced concrete and plain concrete work in :- i)Vertical surfaces such as wall (any thickness) partition and the like
Providing and Laying cement concrete 1:1.5:3 (1 cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement in reinforced cement concrete in plinth. i) Foundation and plinth
Walls (any thickness but not less than 0.10 meter thickness)
Providing and Laying cement concrete 1:5:10 (1 cement: 5 sand: 10 graded stone aggregate with 15% plums and curing complete including cost of form work for plain/ reinforced concrete in retaining walls, breast walls, the size of plum should be 150 to 300 mm as per drawing and PWD/IPH technical specification in Foundations and plinth.
Wire crates made of G.I. wire filled with boulders with square cut faces against the wire (boulder filling to be measured and paid separately) G.I. wire 4 mm thick corresponding to SWG- 8 15cm ×15cm mesh
Wire crates made of G.I. wire filled with boulders with square cut facers against the wire (wire crates to be measured and paid separately)
Angle iron protection post (for fencing purpose)made of 50*50*5mm angle iron of 2.5mt length with 6/8 cuts 18cm apart for fixing the barbed wire bottom of the post shall be welded withangle iron size 50*50*5mm with top face triangular in shape
Providing and Laying in trenches GMS/MS Tubes (L/M class) tube fitting (Earth work in trenches to be measured and paid for separately) i) Over flow& out let Pipe 100
Providing & fixing C I Sluice valve (with hand wheel) as per IS : 780-1984 class- 1 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 separately)
100 mm Dia
KAPIL DEV
Sharma Khem
Govind Singh Negi
GOKAL CHAND
DWARKA DASS
ARUSH SHARMA
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