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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.2 LAccepted-AOC VILLAGE SHANAN P O SANJAULI DISTT SHIMLA | SHIMLA | SHIMLA | HIMACHAL PRADESH | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.2 L+₹2,431.60 (0.34%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹7.2 L+₹7,895.70 (1.10%)Rejected-Finance VILL JADAINEE HATHNI KI DHATO P O BYCHARI VIA TOTU TEHSIL DISTT SHIMLA HP | SHIMLA | HIMACHAL PRADESH | 171001 | L3 | Rejected-Finance L3 | |
| 4 | L4₹7.2 L+₹8,017.37 (1.12%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹7.2 L+₹8,079.76 (1.13%)Rejected-Finance DEEP BHAWAN OM VIHAR BHAGWATI NAGAR LOWER KHALINI SHIMLA 09 | SHIMLA | HIMACHAL PRADESH | 171001 | L5 | Rejected-Finance L5 |
Tender Value
₹9.8 L
EMD Value
₹19,620
Closing Date
8 Sept 2021, 5:00 pmClosed
Executive Engineer
Jal Shakti Division No-I Kasumpati Shimla-9
.
2021_HPIPH_51642_1
Kasumpti/Shimla/FIS Jotlu Bhatla
Open Tender
Civil Works - Water Works
Item Rate
90 days
Shimla
Please refer Tender documents.
5 documents required · 5 mandatory
₹250
EE Jal Shakti Division No-I
₹19,620
Yes
21 Dec 2021
25 Aug 2021
9 Sept 2021
25 Aug 2021
8 Sept 2021
25 Aug 2021
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 including balling or pumping out water, blasting soft/hard rock or chiselling 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 separately and after laying and joining and testing of pipes, returning the useable soil in trenches in 15cm. layer 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 original condition and including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for acess to houses, fencing etc. complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.
Dressing of Bed and preparation of sub grade for lining work in :-
b)Side slopes.
Cement concrete lining 15cm. thick or less for irrigation channels, using cement concrete
1:3:6. a) Hand mixed concrete lining in bed.
b) Hand mixed concrete lining on side slopes.
Extra allowances for form work in concrete lining:-
a) In bed.
b) Side slopes.
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.
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 , strutting and propping etc. with wooden, battens, and ballies, height of propping and centring below supporting floor to ceiling not exceeding 3 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.
a)Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters,buttresses, plinth and string courses and the like.
Boulder filling behind the retaining walls.
Demolition below ground level upto 1.50 mtrs. depth and disposal of unserviceable material within 20 mtrs. lead:-
a) Un-reinforced cement concrete upto 15cm. thickness. In bed.
In sides.
Laying and jointing high density polyethelene pipes for use of buried water mains and services duly ISI marked (IS: 4984-1995 as amended upto date in the following grades of material, pressure rating and nominal dia. Material grade PE-63 PN-4 including all leads and lifts at site and as directed by the Engineer-in-charge.
90mm dia.
kirpa ram govt. contractor
Parmod Kumar Thakur
Suresh Kumar Sharma
DEEP CHAND SHARMA
Laxmi Nand Sharma
Kuldeep Kumar Thakur
Mahender Sharma
Yog Raj
chirag seth
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