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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-AOC S O SH RAMESH KUMAR VILLAGE PASSAR PO BALH KAWAR TEHSIL LAD BHAROL DISTT MANDI HP | MANDI | HIMACHAL PRADESH | 175001 | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹7.7 L+₹1.8 L (30.7%)Rejected-Finance N A | L2 | Rejected-Finance other then lowest | |
| 3 | L3₹7.8 L+₹1.9 L (32.2%)Rejected-Finance | L3 | Rejected-Finance other then lowest | |
| 4 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹9.5 L
EMD Value
₹19,014
Closing Date
15 Sept 2020, 5:00 pmClosed
EE CHAUNTRA
JS DIVISION CHAUNRA
Providing WSS Bhager, Daled Bhater in Tehsil Lad Bharol District Mandi H.P under SCSP SH Co RCC Storage tank at C capacity 90000 ltrs. site development.
2020_HPIPH_40513_1
6111-6161 dated 09.09.2020
Open Tender
Civil Works - Water Works
Item Rate
90 days
Lad Bharol
Please refer Tender documents.
7 documents required · 7 mandatory
₹250
EE CHAUNTRA
₹19,014
Yes
8 Jun 2021
9 Sept 2020
16 Sept 2020
9 Sept 2020
15 Sept 2020
9 Sept 2020
Amount
Excavation in foundation and trenches in earth work,lifts up to 1.50 meters atacking the excavated soil not more than 3 meters clear from the edge of the excavation and then returning the stacking soil in 15cm .layers, when required in to plinths sides of foundations etc, consolidating each deposted layer by ramming and watering and then deposing of all surplus excavated earth as directed with in a lead of 20 metres in all respect with in all leads and lifts as per the direction of Engineer-in-Charge.
Providing and laying cement concrete 1:3:6 (1cement:3 sand:6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of from work in foundation and plinth complete in all respect with in all leads and lifts and as per the entire satisfaction of Engineer-in Charge.
Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand : 3graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and re-inforcement for reinforced concrete work in:-
Wall (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 complete with in all leads and lifts as per direction of the Engineer-in-Charge.
Foundation , footing basis of columns & the like and mass concrete complete in all respect and as per the direction of Enginer-in-Charge
Suspended floor ,roofs, lendings and shalves and thier suports balconies,beem griders and bressumers and cantiliver upto floor two level complete with in all leads and lifts as per direction of the Engineer-in-Charge.
Providing and laying cement concrete 1:4:8 (1cement:4 sand : 8graded stone aggregate 40mm nominal size)and curing complete excluding cost of form work and re-inforcement for reinforced concrete work in:-
Providing and laying cement concrete 1:5:10 (1cement :5 sand: 10 graded crushed stone aggregate 40mm nominal size) with 15% plum and curing complete excluding the cost of form work in retining wall/ Breast wall, the size of plum shall usually be 150mm to 300mm as per HPPWD specification in all leads and lifts as per the direction of Engineer-in-Charge.
Providing tor steel reinforment for R.C.C WORK Including bending , binding and placing in position complete upto two level in all respect complete with in all leads and lifts as per the direction of Engineer-in-Charge.
Providing form work of steel plate 3.15mm thick planking so as to give a rough finish including shuttering, centring, shuttering and propping hight of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in-situ reinforced concrete and plain concrete work in lintels, beams etc. including all leads and lifts in: and as per the entire satisfaction of Engineer-in Charge.
Vartical surface such as walls (any thickness) portion and the like including attached pillers,buteress plinth and staircases and the like.
Arches (Dom)
Providing and fixing man hole cover with frame 500mm dia (medium duty) Total weight of frame and cover should not be less than 116 Kg ( Weight of frame 58Kg and weight of cover 58Kg).
Providing,Laying , jointing , testing & carrige of galvanized steel tube fittings in trenches of following dia (L) class (Earth work in trenched to be measured and paid or seperately .) complete in all respect with in all leads and lift and as per the direction of Engineer-in-Charge.
(a) Inlet pipe Out let and Scour pipe =65mm
P/F cast iorn sluice valve of following dia.
(a) Inlet pipe Out let and Scour pipe =65mm
P/F 1.80m high of barbed wire fencing with angle 2.50m high 50x50x5mm,2.50m c/c with 9 horigental & to diagnal rows of barbed wire embedded in CC 1:4:8. around storage tank.
Vijay Singh
Kalyan Singh
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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