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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.5 LAccepted-AOC GOVT CONTRACTOR VILLAGE SHAKRALA P O MALYANA TEHSIL SHIMLA DISTT SHIMLA | L1 | Accepted-AOC L1 | |
| 2 | L2₹28.1 L+₹1.6 L (6.07%)Rejected-Finance VILLAGE BAKHOUNA P O GOWALPUR TEHSIL KARSOG DISTT MANDI HP | L2 | Rejected-Finance L2 | |
| 3 | L3₹31.2 L+₹4.7 L (17.8%)Rejected-Finance VILLAGE DHANERNI P O TEH DALHOUSIE DISTT CHAMBA HP | L3 | Rejected-Finance L3 | |
| 4 | L4₹33.5 L+₹7.0 L (26.2%)Rejected-Finance ESD NO II UHL STAGE III BVPCL CHULLAH | LANGNA | MANDYA | KARNATAKA | 571401 | L4 | Rejected-Finance L4 | |
| 5 | L5₹33.8 L+₹7.3 L (27.4%)Rejected-Finance BANIKHET NAVEEN KUMAR BANIKHET CHAMBA HIMACHAL PRADESH 176303 | CHAMBA | HIMACHAL PRADESH | 176303 | L5 | Rejected-Finance L5 |
Tender Value
₹39.9 L
EMD Value
₹67,276
Closing Date
11 Apr 2023, 5:00 pmClosed
EE JS Div Anni
EE JS Div Anni
SH. A Part Correction of system Deficiency Const RCC Channel 520 mtrs, Const Desilting Tank 1 Nos and Const of Retaining wall at RD 890_910 and 4110_4130 mtrs Job_II
2023_HPIPH_71720_1
12533-585-Anni
Open Tender
Civil Works
Item Rate
180 days
Bail
Please refer Tender documents.
6 documents required · 6 mandatory
₹800
₹67,276
Yes
27 May 2023
29 Mar 2023
12 Apr 2023
29 Mar 2023
11 Apr 2023
29 Mar 2023
Amount
Cutting in earth work and disposal of excavated earth in all kind of soil such as pick work, jumper work, blasting work in soft/ hard rock or chiseling wedging, out soft/hard rock where blasting is prohibited i/c all leads and lifts complete as per direction of Engineer-in-charge.
Excavation in foundation, trenches ( for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, blasting soft/ hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, leveling of beds to correct grade i/c shoring /strutting , planking, timbering & dewatering wherever required, stacking the useable & unuseable material /soil separately & after laying jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposoited layer by ramming & watering & then disposing of all surplus excavated soil /unusable material as directed with in all leads & lifts including restoration unmetalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer-in-charge.
Providing and laying cement concrete 1:3:6(1cement: 3sand: 6 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. a) Foundation and plinth.
Providing and laying cement concrete 1:6:12(1cement: 6sand: 12 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. a) Foundation and plinth.
Providing and laying cement concrete 1:1 ½ :3(1cement:1 ½ sand:3graded stone aggregate of 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge.
Foundation footing , basis of columns and the like and mass concrete.
Walls (any thickness) but not less that 0.10 Mtrs. thick including attached pilasters buttresses plinth and string course from top of foundation upto floor two levels.
Beams, Cantilevers, girders and lintels.
Providing & Laying mild /tor steel reinforcement for RCC. work including bending, binding and placing in position complete up to floor two level complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge.
Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge.
Flat surfaces such as soffits of suspended floors, roofs, landings and the like, floors etc upto 200 mm in thickness with in all leads and lifts as per direction of Engineer-in-Charge.
Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like with in all leads and lifts as per direction of Engineer-in-Charge.
Beams, Cantilevers, girders and lintels : Sides and soffits of beams, beam haunchings, cantilevers, girders , bressumers and lintels not exceeding 1 metre in depth.
Providing and laying cement concrete 1:5:10(1cement:5sand:10 graded stone aggregate of 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining walls/breast walls, the size of plums shall usually be 150mm to 300mm as per H.P.P.W.D specification including all leads and lifts complete to the entire satisfaction of Engineer-in-charge.
Steel work welded in built up sections,trusses and framed work including cutting hosting fixing in position and applying a priming coat of red lead paint in gratting framed guard bar ladders railing brackets and similar work as per direction & to the entire satisfaction of Engineer-in-Charge.
Providing and fixing of C.I Sluice valve of Kirloskar/Pelican as per the relevant IS Code complete all respect within all leads and lifts complete to the entire satisfaction of Engineer-in-charge. 150 mm dia
surender kumar govt cont
OM PARKASH
Anil Kumar
NAVEEN KUMAR
ISHWAR DASS MEHTA
Kul Bhushan Sharma
PRADEEP NEGI GOVT. CONTRACTOR
Priyanka Rana Govt. Contractor
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