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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.1 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹13.9 L+₹76,185 (5.81%)Rejected-AOC | L2 | Rejected-AOC Rejected | |
| 3 | L3₹14.1 L+₹1.0 L (7.68%)Rejected-AOC VILL PO KARASA TEHSIL ROHRU DISTT SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 170009 | L3 | Rejected-AOC Rejected | |
| 4 | L4₹15.7 L+₹2.6 L (20.1%)Rejected-AOC | L4 | Rejected-AOC Rejected | |
| 5 | L5₹16.3 L+₹3.2 L (24.0%)Rejected-AOC | L5 | Rejected-AOC Rejected |
Tender Value
₹17.3 L
EMD Value
₹33,500
Closing Date
19 Jul 2021, 11:00 amClosed
Executive Engineer
JSV Division Rohru
SH construction 21 Nos Distribution RCC Chamber Trenching laying and jointing of HDPE Pipe 160mm Dia 8683 Rmt 125mm Dia 200 Rmt 90mm Dia 400 Rmt and 75mm Dia 100 Rmt
2021_HPIPH_49616_1
JSV-RD-AB-Tender 21-3486-3507
Open Tender
Civil Works
Item Rate
180 days
Rohru Town
Tender Document
8 documents required · 8 mandatory
₹400
Yes
EE Rohru
₹33,500
Yes
21 Oct 2021
8 Jul 2021
19 Jul 2021
8 Jul 2021
19 Jul 2021
8 Jul 2021
Amount
Excavation in foundation trenches etc. in earth work lift upto 1.50 mtrs.stacking the excavated soil not more than 3 mtr. Clear from the edge ofexcavation and then returning the stacked soil in 15cm. Layer whenrequired into plinth sides of foundation etc. consolidating each depositedlayer by ramming and watering and then disposing of all surplus excavated earth all kinds of soil within all leads and lifts and asdirected by the Engineer-in-charge.
Providing and laying cement concrete work 1:3:6(1cement:3approvedsand:6approved graded stone aggregate 20mm nominal size) & curingcomplete excluding cost of form work in foundation and plinth with in all leads and lifts and as directed by the Engineer-in-charge.
Providing and laying cement concrete 1:1.5:3( 1cement: 1.5sand: 3graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:-
I) Foundation and plinth.
ii) Walls(any thickness but ot less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level.
Providing form work with steel plate 3.15mm thick welded with angle iron frames 30x30x5mmso as give a fair finish i/c centring, shuttering, ¢ring below supporting floor to ceiling not exceeding 4mtrs. &removal of the same for in-situ reinforced concrete & plain concrete work in:
vertical surface including attached pillasters, buttresses, plinth and string cources and thelike within all leads and lifts
Providing mild steel/tor steel for RCC work including bending binding and placing in position complete upto floor two level within all leads and liftsand as directed by the Engineer-in-charge.
Providing and Laying ,jointing in trenches High Density.Polythene Pipes for use for buried watermain line andservices and and for water supply /irrigation aboveground, both inside and out side building duly ISI marked(IS:4984 -1995 ) as ammended up to date) in the followinggrade of materials, pressure rating and nominal dia.complete with fitting (Earth work to be measured and paidfor separetely )
HDPE Pipe 160mm dia(PE - 80 & PN - 4 )nominal size.
HDPE Pipe 125mm dia(PE - 80 & PN - 4 )nominal size.
HDPE Pipe 90mm dia(PE - 80 & PN - 4 )nominal size.
HDPE Pipe 75mm dia(PE - 80 & PN - 4 )nominal size.
Jaipal Gictu
Yashwant Singh
ABHAY RAWAT
yashpal
Shiwang Shukla
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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fin_eval.pdf
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