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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹16.8 LAccepted-AOC VILLAGE ANU RAKSHI P O KARERI TEHSIL RAMPUR DISTT SHIMLA H P | SHIMLA | SHIMLA | HIMACHAL PRADESH | 1 | Accepted-AOC L1 | |
| 2 | 2₹17.4 L+₹30,775.19 (1.80%)Rejected-Finance | 2 | Rejected-Finance 2 | |
| 3 | 3₹17.7 L+₹60,038.31 (3.52%)Rejected-Finance | 3 | Rejected-Finance 3 | |
| 4 | 4₹18.0 L+₹92,501.46 (5.42%)Rejected-Finance | 4 | Rejected-Finance 4 | |
| 5 | 5₹18.3 L+₹1.2 L (6.99%)Rejected-Finance | 5 | Rejected-Finance 5 |
Tender Value
₹19.9 L
EMD Value
₹37,295
Closing Date
28 Apr 2022, 5:00 pmClosed
Executive Engineer
Jal Shakti Division No-I Kasumpati Shimla-9(HP)
.
2022_HPIPH_59831_1
Shimla/Kasumpti/ Try Piran 19.86
Open Tender
Civil Works - Water Works
Item Rate
180 days
Shimla
Please refer Tender documents.
7 documents required · 7 mandatory
₹400
EE Jal Shakti Division No-I
₹37,295
Yes
11 Oct 2022
22 Apr 2022
29 Apr 2022
22 Apr 2022
28 Apr 2022
22 Apr 2022
Amount
Cutting in earth work in all kinds of soil such as pick work, jumper work, blasting work and chiselling work etc. and disposal of excavated earth as directed within all leads and lifts.
Excavation in foundation, trenches,etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work, hard blasting and chiselling etc. stacking the excavated soil not more than 3 mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinths sides of foundations etc.then disposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts.complete in all respect and to the entire satisfaction of the Engineer-in-charge.
Excavation in drains and channels etc. in earth work for pipes upto all depth in all classification of earth work such as pick work, jumper work, saturated soil i/c balling or pumping out water , blasting soft /hard rock or chiseling soft/ hard rock where blasting is prohibited in all lifts including jungle clearance wherever required, trimming and dressing of sides ,levelling of beds to correct grade including shoring /struting ,planking ,timbering and dewatering wherever required stacking the useable /unusable material/soil seperately and after laying,jointing and testing of pipes ,returning the useable soil in treches in 15 cm layers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of un-metalled surfaces to its orginal condition and including cost of diversion for traffic, night signals,fixing caution boards,crossing over trenches for access to houses, fencing etc. complete in all respect whithin all leads and lifts as per direction of the Engineer-in-charge.
Excavation in earth work and disposal of all excavated earth upto a lead of 20 metres and lift upto 1.50 metres disposed earth to be levelled and neatly dressed.complete in all respect and to the entire satisfaction of the Engineer-in-charge.in pick jumper work 50% each.
Providing and laying cement concrete work 1:11/2: 3(1cement:1 1/2sand:3 graded stone agg. 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge. In foundation and plinth.
Walls (any thickness) but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level.
Providing and laying cement concrete 1:4:8 (1cement:4sand:8graded stone agg. 40 mm nominal size)and curing complete excluding cost of form work i/c all leads and lifts and to the entire satisfaction of the Engineer-in-charge in foundation and plinth.
Prov. and laying cement concrete 1:5:10(1cement:5sand:10 graded stone agg. 40mm nominal size) with 15% plum concrete and curing complete excluding cost of form work in retaining wall/breast wall,the size of plums shall usually be 150mm to 300mm.as per HPPWD specifications within all leads and as per the direction of the Engineer-in-charge.
Prov. and laying cement concrete 1:6:12 (1cement:6sand:12graded stone agg.40mm nominal size) and curing complete excluding cost of centring and shuttering within all leads and lifts as per direction of Engineer-in-charge.: a) Foundation and plinth.
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden, battens, and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs.and removal of the same for insitu reinforced concrete and plain concrete work in complete in all respect i/c all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
Vertical surfaces such as circular walls (any thickness) ,partitions and the like including attached pillasters,buttresses, plinth and string courses and the like.
Stone filling behind the retaining wall and breast wall complete in all respect.
Providing and fixing of PVC pipe 50mm dia for weep hole complete in all respect.
Providing in RCC work smooth finishing of the exposed surfaces with cement mortar 1:3 (1cement:3sand).
Providing Mild steel/Tor steel reinforced for RCC work including bending, binding and placing in position complete upto floor two level within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge. a) Tor steel.
Steel work welded in built up sections, trusses and framed work including cutting hoisting, fixing in position and applying a priming coat of red lead paint:
In gratings framed guard bars, ladders, railings, brackets and similar works.
Providing and fixing C.I.sluice valve/scour valve (with hand wheel) as per IS:780-1984 class-I upto 300mm dia (including brass spindle and as per IS:2906 class II for diameters more than 300mm complete with bolts, nuts, rubber insertion etc, (The tail pieces if required shall be measured and paid for separately):-
100mm dia .
Constructing chamber for sluice valve, with C.I.surface box 100mm top diameter, 160mm bottom diameter and and 180mm deep (inside) with chained lid RCC top 1:2:4 mix (1cement:2sand:4graded stone agg. 20mm nominal size) 100mm thick foundation concrete 1:5:10 mix(1cement:5sand: 10graded stone agg. 40mm nominal size) and inside plastering with cement mortar 1:3(1cement:3sand) finished with a floating coat of neat cement i/c curing complete.
600x600x750mm inside size
With 150mm thick walls of RCC 1:2:4(1cement:2sand:4graded stone agg.20mm nominal size) complete with form work and reinforcement with 6mm bars at not exceeding 150mm centres both ways.
White washing with lime on undecorated wall surfaces two coats to give an even shade includingthoroughly brooming the surface to remove all dirt, dust , mortar dirt and other foreign matter.
Providing and fixing of 3.15mm M.S.sheet manhole cover 600x600mm with locking arrangement complete in all respect including all leads and lifts.
Laying and jointing in trenches,galvanised mild steel tubes(Light grade)i/c tube fittings such as Tee, elbow, union & nipple.(earth work in trenches to be measured and paid for separately).Labour rate only.
32mm dia.
40mm dia.
50mm dia.
100mm dia
Providing and fixing brass full way valve with wheel of superior quality including all leads and lifts In :-
32mm dia.
40mm dia.
50mm dia.
100mm dia
Suneel Dutt
Vikram
Mahender Sharma
SOM KRISHAN
Trimurti Construction
DEEP CHAND SHARMA
MANOJ THAKUR
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