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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹84.8 LAccepted-AOC VILL SOBLI P O DEVNAGAR TEHSIL RAMPUR DISTT SHIMLA H P | SHIMLA | SHIMLA | HIMACHAL PRADESH | ₹84.8 L | L-1 | Accepted-AOC accepted |
| 2 | L-2₹87.5 L+₹2.7 L (3.15%)Rejected-Finance | ₹87.5 L+₹2.7 L (3.15%) | L-2 | Rejected-Finance Rejected |
| 3 | L-3₹88.7 L+₹3.9 L (4.61%)Rejected-Finance | ₹88.7 L+₹3.9 L (4.61%) | L-3 | Rejected-Finance Rejected |
| 4 | L-4₹89.7 L+₹5.0 L (5.84%)Rejected-Finance | ₹89.7 L+₹5.0 L (5.84%) | L-4 | Rejected-Finance Rejected |
| 5 | L-5₹91.0 L+₹6.2 L (7.29%)Rejected-Finance | ₹91.0 L+₹6.2 L (7.29%) | L-5 | Rejected-Finance Rejected |
Tender Value
₹1.3 Cr
EMD Value
₹1.6 L
Closing Date
8 Feb 2024, 5:00 pmClosed
EE Rampur
JSD Rampur
CO FIS Planoo to Shaloon in GP Devnagar Tehsil Rampur JOB 2
2024_HPIPH_84724_1
EE-JSD-RMP-TEN/23-13950-14000 DT 24.1.24
Open Tender
Civil Works
Item Rate
365 days
Rampur
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,500
₹1.6 L
7 Jun 2024
30 Jan 2024
9 Feb 2024
30 Jan 2024
8 Feb 2024
30 Jan 2024
Amount
Cutting in earth work in all classification of earth work such as pick work, jumper work, saturated soil, blasting soft/ hard rock or chiselling soft/ hard rock where blasting is prohibited in all lifts including trimming and dressing of sides levelling of beds to correct grades including shoring, strutting, planking, timbering where ever required, stacking the serviceable/ unserviceable materials/soil separately complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge. (Pick work 80% & Jumper work 20%)
Excavation in earth work and disposal of all excavated earth up to all leads and lifts, disposed earth to be levelled neatly dressed as per direction and to the entire satisfaction of the Engineer-in-Charge. (Pick work 80% & Jumper work 20%)
Excavation in drain and channel etc. in earth work in all classsification of soil including dressing of side and bed and disposing of all excavated earth complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge. (Pick work 80% & Jumper work 20%)
Dressing in bed & side slope and preparation of sub grade for linning in pick work with in all laeads and lifts to the entire satisfiction of the Engineer-in Charge.
In Bed
In Side Slope
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 in foundation and plinth complete in all respect with in all leads & lifts and as per the direction & to the entire satisfaction of the Engineer-in-Charge.
Cement concrete linning 15cm thick or less for irrigation channel in cement concrete 1:3:6(1Cement: 3Sand: 6Graded stone agg.20mm nominal size) with in all leads and lifts& to the entire satisfiction of the Engineer-in-charge.
a) Hand mixed conc. Linning in Bed
b) Hand mixed conc. Linning in Side Slope
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)
Walls (any thickness but not less than 0.10m thickness) attached pillaster, buttresses, plinth & string courses etc from top of foundaation level upto floor two level as per the direction & to the entire satisfaction of the Engineer-in-Charge.
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 reinforcemnt for reinforced concrete work complete in all respect with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge .
In Foundation and plinth
Walls (any thickness but not less than 0.10m thickness) attached pillaster, buttresses, plinth & string courses etc from top of foundaation level upto floor two level as per the direction & to the entire satisfaction of the Engineer-in-Charge.
Prov.form work with steel plates 3.15mm thick welded with angle iron frame 30 x 30 x 5mm so as to give a fair finish including centring, shuttering,strutting & propping etc. with wooden battens and ballies, height of propping & centering below supporting floor to ceiling not exceeding 4mtr.& removal of same for insitu rainforced concrete and plain concrete work complete in all leads and lifrs and as per the directioin and to the entire satisfaction of the Engineer-in-Charge :-
Flat surfaces such as soffits & suspended floors, roofs, landing and the like. Floor etc. upto 200mm in thickness.
Vertical surfaces such as walls ( any thickness ) partition and the like including attached pillasters buttresses, plinth and string courses and the like.
Edges of slab and breaks in floors and walls under 20 cm wide within all leads and lifts
Providing mild steel / tor steel reinforcement for reinforced cement concrete work including bending, binding and placing in position complete upto floor two level complete in all leads and lifts and as per the direction and to the entire satisfaction of the Engineer-in-Charge. Tor Steel.
Manufacturing , Supplying & fixing of MS Man hole cover of size 60x60 cm Frame fixed with angle iron of size 40x40x5mm and top fixed angle iorn 25x25x5mm with MS sheet 3.15 mm thick including cutting. Welding and painting two coat with red oxide and making locking arrangement complete with reputed lock i.e Link/ Harison make (HEAVY DUTY) complete in all respect as per direction of Engineer-in-Charge.
Providing and Fixing PVC pipe 100 mm dia for weap holes in R/walls complete in all respect with in all leads & lifts and as per the direction & to the entire satisfaction of the Engineer-in-Charge.
Boulder filling behind retaining wall as per direction and to the entire satisfaction of Engineer -In-Charge.
Extra allowance for form work in side slope as per direction to the entire satisfaction of the Engineer-in-Charge.
Providing , welding Laying , Jointing & testing of 200 mm dia having outer dia 219.10 mm MSRW pipe grade A or L-210 and wall thickness 4.40 mm confirming to ISO 13183 -2012 with with upto date amendments or equalent to API grade "A" of thickness as mentioned and grade designed with bevelled edge and cost of jointing with butt welded as per relevent BIS Sepecification (leak proof) i/c cost of bend tail pieces ,tees engineer in charge and earth work in trenches to be measured and paid seperatly i/c all lead lifts and carraige of materails at site. The pipe shall be galvanised from inside and outside using hot dipped zinc coating as per BIS 4736-1986 . The laying of pipe shall confirm to BIS 5822-1970 of latest with upto date amendments .
200 mm dia
Providing & fixing CI Sluice valve (with hand wheel) as per IS : 780-1984 class-I 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 separatly)
50mm dia (PN 1.0)
NAVEEN CHAUHAN
JAWAHAR JISHTU
ANKUSH CHAUDHARY
LOK RAJ CHAUHAN
AJAY MEHTA
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