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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹12.0 LAccepted-AOC 0 MATADIN KAKRAHI KAKRAHI BHARTHANA ETAWA ETAWAH UTTAR PRADESH 206242 | ETAWAH | UTTAR PRADESH | 206242 | 1 | Accepted-AOC L1 | |
| 2 | 2₹13.2 L+₹70,505.61 (5.62%)Rejected-Finance N A | PALWAL | HARYANA | 121004 | 2 | Rejected-Finance due to L2 | |
| 3 | 3₹13.8 L+₹1.2 L (9.83%)Rejected-Finance V AMB P O TEHSIL JAWALAMUKHI DISTT KANGRA H P | KANGRA | HIMACHAL PRADESH | 175013 | 3 | Rejected-Finance due to L3 | |
| 4 | 4₹14.0 L+₹1.4 L (11.5%)Rejected-Finance | 4 | Rejected-Finance due to L4 | |
| 5 | 5₹14.8 L+₹2.2 L (17.9%)Rejected-Finance | 5 | Rejected-Finance due to L5 |
Tender Value
₹15.5 L
EMD Value
₹30,700
Closing Date
12 Apr 2022, 11:00 amClosed
Executive Engineer
Jal Shakti Division Amb
(Sub-Head Construction of Rain Water harvesting structure Near LWSS Bharobar.
2022_HPIPH_58955_1
EE-JSVD-Amb- RWHS LWSS Bharobar
Open Tender
Civil Works
Item Wise
60 days
Amb
Please refer Tender documents.
6 documents required · 6 mandatory
₹400
EE JSV Division Amb
₹30,700
7 Oct 2023
1 Apr 2022
12 Apr 2022
1 Apr 2022
12 Apr 2022
1 Apr 2022
Amount
Excavation in foundation trenches etc. lift upto 1.50mtrs. Stacking the excavated soil not more than 3 mtrs. Clear from the edge of the excavation and then returning the stacked soil in 15cm layers,when required into plinth sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth with in all leads and lifts a)Pick Work 10%,Jumper Work 40% & Chiselling work in soft rock & Hard rock 50%
Providing and laying Cement Concrete 1:4:8(1cement :4 sand : 8 graded stone aggregate 40mm nominal size) & curing complete excluding the cost of form work in foundation and plinth.
Providing form work with steel plates 3.15mm thicK welded with angle iron in frame 30x30x5 mm. So as to give a fair finish including centring, shuttering, 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 in: a)Vertical surfaces such as walls of (any thickness)partition and the like including attached pillasters buttresses, plinth and string courses and the like.
b)Edges of slabs and breaks in floors and walls: under 20cm wide.
Providing and laying Cement Concrete work 1:1½:3(1cement :1½ sand : 3 graded stone aggregate 20mm nominal size) & curing complete excluding the cost of form work reinforcement for reinforced concrete work in:-.a)Foundation, footings basis of columns etc. and mass concrete a)Foundation, footings basis of columns etc. and mass concrete
b)Wall ( any thickness but not less than 0.10 mtrs thickness) attached pillasters, butteresses, plinth and string courses etc. from top of foundatiion level upto floor two level
Providing & Laying cement concrete 1:5:10 ( 1 cement :5 approved sand :10 approved graded stone aggregate 40mm nominal size ) with 15% plum & curing complete excluding the 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.
Boulder filling dry hand packed tightly under floor.
PROVIDING & LAYING NO FINE CONCRETE 1:4 BASED ON C. CONC.1:2:4 WITH 20 mm NOMINAL SIZE
Providing and laying Cement Concrete 1:3:6(1cement :3 sand : 6 graded stone aggregate 40mm nominal size) & curing complete excluding the cost of form work in foundation and plinth.
Providing and laying Cement Concrete 1:2:4(1cement :2 sand : 4 graded stone aggregate 20mm nominal size) & curing complete excluding the cost of form work in foundation and plinth.
Providing tor steel reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level.
Providing in RCC work smooth finishing of the exposed surface with cenmet mortar 1:3 (One cement : three sand)
Laying GMS (M) pipe 150 mm dia during concreting for scouring arrangment.
Providing and fixing CI Sluice valve 150 mm dia of class PN-1 with GMS (M) pipe 150 mm dia including flanges as per table 5 with nuts and bolts , 3 mm thick asbestos insertation , two layers of welding from inside and out side of the pipe complete in all respect.
Ajay Kumar Bassi
KARTAR SINGH
abhishek dhiman
VARINDER PAL
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