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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.7 Cr+₹4.1 L (2.50%)Admitted-Finance DEEP BHAWAN OM VIHAR BHAGWATI NAGAR LOWER KHALINI SHIMLA 09 | SHIMLA | HIMACHAL PRADESH | 171001 | ₹1.7 Cr+₹4.1 L (2.50%) | L2 | Admitted-Finance |
| 3 | L3₹1.9 Cr+₹25.6 L (15.8%)Admitted-Finance | ₹1.9 Cr+₹25.6 L (15.8%) | L3 | Admitted-Finance |
| 4 | L4₹2.2 Cr+₹54.0 L (33.3%)Admitted-Finance | ₹2.2 Cr+₹54.0 L (33.3%) | L4 | Admitted-Finance |
| Sl No | Description | Qty | Unit | OM hardware L1 | DEEP CHAND SHARMA L2 | Rashid Ali Civil Contractor L3 | Geeta Ram Thakur L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | 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. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts. | 934 | Cum. | - | - | - | - |
| 2.00 | Prov. and laying cement concrete 1:3:6 (1cement:3sand:6graded stone agg.40mm nominal size) and curing complete excluding cost of form work within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge. a) In foundation and plinth. | 293.64 | Cum. | - | - | - | - |
| 3.00 | Providing and laying cement concrete work 1:1 1/2: 3(1cement:1 1/2sand:3 graded stone agg. 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge. a) In foundation and plinth. | 683.56 | Cum. | - | - | - | - |
| 3.01 | 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. | 194.29 | Cum. | - | - | - | - |
| 4.00 | Providing Mild steel/Tor steel reinforced for RCC work including bending, binding and placing in position complete upto floor two level within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge. a) Tor steel. | 52,761 | P/Kg. | - | - | - | - |
| 5.00 | Prov. and laying cement concrete 1:5:10(1cement:5sand:10 graded stone agg. 40mm nominal size) with 15% plum concrete and curing complete excluding cost of form work in retaining wall/ breast wall, the size of plums shall usually be 150mm to 300mm.as per HPPWD specifications within all leads and as per the direction of the Engineer-in-charge. | 1,120.8 | Cum. | - | - | - | - |
| 6.00Providing 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 3 mtrs.and removal of the same for insitu reinforced concrete and plain concrete work in complete in all respect i/c all leads and lifts and to the entire satisfaction of the Engineer-in-charge. | |||||||
| 6.01 | a) Vertical surfaces such as circular walls (any thickness) ,partitions and the like including attached pillasters,buttresses, plinth and string courses and the like. | 1,798.4 | Sqmt. | - | - | - | - |
| 7.00 | Boulder filling dry hand packed tightly as in wire crates apron bunds (wire crates to be measured and paid separately) complete in all respect including all leads and lifts. | 40.8 | Cum. | - | - | - | - |
| 8.00 | Wire crates made of G.I.wire filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for separately). a)G.I.wire 5mm thick corresponding to SWG-8.15cmx 15cm mesh. | 204.5 | Sqmt. | - | - | - | - |
Tender Value
₹1.7 Cr
EMD Value
₹2.0 L
Closing Date
8 Jun 2020, 5:00 pmClosed
Executive Engineer
Jal Shakti Division No 1 Kasumpti
.
2020_HPIPH_37443_1
Kasumpti/division/Jhakhri Nallah
Open Tender
Civil Works - Water Works
Item Rate
365 days
Shimla
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,500
EE Jal Shakti Division No 1
₹2.0 L
6 Aug 2020
26 May 2020
9 Jun 2020
26 May 2020
8 Jun 2020
26 May 2020
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. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts.
Prov. and laying cement concrete 1:3:6 (1cement:3sand:6graded stone agg.40mm nominal size) and curing complete excluding cost of form work within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge. a) In foundation and plinth.
Providing and laying cement concrete work 1:1 1/2: 3(1cement:1 1/2sand:3 graded stone agg. 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge. a) In 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 Mild steel/Tor steel reinforced for RCC work including bending, binding and placing in position complete upto floor two level within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge. a) Tor steel.
Prov. and laying cement concrete 1:5:10(1cement:5sand:10 graded stone agg. 40mm nominal size) with 15% plum concrete and curing complete excluding cost of form work in retaining wall/ breast wall, the size of plums shall usually be 150mm to 300mm.as per HPPWD specifications within all leads and as per the direction of the Engineer-in-charge.
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 3 mtrs.and removal of the same for insitu reinforced concrete and plain concrete work in complete in all respect i/c all leads and lifts and to the entire satisfaction of the Engineer-in-charge.
a) Vertical surfaces such as circular walls (any thickness) ,partitions and the like including attached pillasters,buttresses, plinth and string courses and the like.
Boulder filling dry hand packed tightly as in wire crates apron bunds (wire crates to be measured and paid separately) complete in all respect including all leads and lifts.
Wire crates made of G.I.wire filled with boulders with square cut faces against the wire (Boulder filling to be measured and paid for separately). a)G.I.wire 5mm thick corresponding to SWG-8.15cmx 15cm mesh.
Providing, laying, testing & commissioning at site in trenches bevelled ended BIS marked MSERW/API pipes confirming to ISO- 3183-2007 or its equivalent latest with up to date ammendments of following dia with steel grade "A" having wall thickness & per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code, in random lengths of 5.5 to 6.5 mtr. The pipe's ends shall be bevelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable ends with up to date ammendments (leak proof) in three layers at site of work with welding rods of standard make & all allied accessories whatever required for welding at site, tail pieces, tees, bends & other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions. and cutting of pipes wherever required as per site requirement i/c carriage in all leads & lifts and as directed by Engineer-Incharge. The pipe shall have zinc coating inside & outside confirming to IS-4736-1986 or latest with up to date ammendments & shall be engraved with ISO 3183-2007 . The laying shall confirm to BIS 5822-1970 or latest with up to date ammendments to the entire satisfaction of Engineer-Incharge (Earth work & cost of MS flanges after 100 meter length shall be measured & paid for seperately).
500mm dia YST-210 wall thickness 6.4mm weight 79,.169 Kg./Rmt.
Providing double flanged Cast steel Sluice valve of Leader/Kirloskar make of 500 mm dia capable of with standing the normal seat pressure as per BS: 1414 including two Nos. M.S. flanges Table.5 duly welded in the pipe of class ASA-150 with nut and bolts and gasket sheet i/c carriage of material within all leads and lifts with upto date ammendments complete in all respect.
DEEP CHAND SHARMA
Rashid Ali Civil Contractor
Geeta Ram Thakur
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