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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹87.0 LAccepted-AOC 171 GLOBEL SPACE HUDA GLOBEL SPACE COLONY 125055 | SIRSA | HARYANA | 125055 | ₹87.0 L Quoted ₹88.8 L | 1 | Accepted-AOC 1st Lowest |
| 2 | 2₹1.1 Cr+₹19.3 L (21.8%)Rejected-AOC | ₹1.1 Cr+₹19.3 L (21.8%) | 2 | Rejected-AOC 2nd Lowest |
| 3 | 3₹1.1 Cr+₹19.4 L (21.8%)Rejected-AOC | ₹1.1 Cr+₹19.4 L (21.8%) | 3 | Rejected-AOC 3rd Lowest |
| 4 | Rejected-Technical | - | - | Rejected-Technical All Document Not Uploaded as per NIT, Form 6, Form 8 and Terms and Conditions |
Tender Value
Refer Docs
EMD Value
₹1.4 L
Closing Date
19 Jun 2023, 11:00 amClosed
Executive Engineer
Executive Engineer Matiana
SH CO Raw sewage tank Setelling tank and Treated water tank and providing and fixing of 200 KLD RMBR WWTP Eco bio pack complete and Operation and maintenance of 200 KLD RMBR WWTP.
2023_HPIPH_74747_1
JS-DM-CB-tender/23-2126-66/1
Open Tender
Civil Works - Water Works
Item Rate
730 days
Theog
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
Yes
EE Matiana
₹1.4 L
Yes
4 Jan 2024
9 Jun 2023
19 Jun 2023
9 Jun 2023
19 Jun 2023
9 Jun 2023
Amount
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.
Prov. and laying cement concrete 1:6:12(1cement: 6sand: 12 graded stone agg. 40mm nominal size) and curing complete excluding cost of form work i/c all leads and lifts. a) Foundation and plinth.
Prov. and laying cement concrete 1:5:10 (1cement:5sand:10graded stone agg. 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 HPPWD.specifications.
Prov. and laying cement concrete 1:4:8(1cement: 4sand: 8 graded stone agg. 40mm nominal size) and curing complete excluding cost of form work i/c all leads and lifts. a) Foundation and plinth.
Prov. and laying cement concrete work 1:1.1/2: 3(1cement:1. 1/2 sand:3 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work i/c all leads and lifts complete in all respect
a) Foundation and plinth.
b) 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 work 1:2:4(1cement:2sand:4 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in
a)Suspended floors, roofs, landings,shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor two level.
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 4 mtrs.and removal of the same for insitu reinforced concrete and plain concrete work including all leads and lifts in:-
a)Vertical surfaces such as soffits of suspended floors,roofs,landings and the like including attached pillasters,buttresses, plinth and string courses and the like.
b) Flat surfaces such as soffits of suspended floors,roofs, landings, and the like:-i)Floors etc. upto 200mm in thickness.
Prov. Mild steel/Tor steel reinforced for RCC work including bending, binding and placing in position complete upto floor two level i/c all leads and lifts complete in all respect. :- a) Tor steel.
Laying / jointing & Testing in Ductile Iron pipe 150 mm dia & 200 mm diawith wall thickness of 5.00 mm outer dia 170 mm and test pressure of 1.75 MPA Tyton push on joint confirming to IS 8329-2000 joined within all leads and lifts
150 mm dia
Prov. & fixing of C.I. Man hole cover with frame 1000x1000 & 750x750 mm ractangular C.I cover (Mediun duty) weight of cover and frame 58 Kg. minimum. main hole from and cover confirming to ISI 12952 latest with up todate amondment of folwing dia & class- 500 mm dia 35 EHD (Frame cast iron & cover (SFRC) including carriage of materials i/c all leads and lifts complete in all respect
EPDM rubber gaskit as per IS 5382/1952 TYTON RING TYPE
a) Rubber gasket 150mm
Prov. & fixing 200 KLD RMBR WWTP Ecobiopack complete.
Providing man power (i.e. Pump operator, 2 Nos., Assistant Chemist 1 No., Beldar 1 No.) for annual running, operation and maintanance of STP/200 KLD RMBR WWTP for two years including all leads and lifts and entire satisfaction of the Engineer-in-Charge.
Mohinder Sharma
Roshan Chauhan
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