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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.9 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹56.4 L+₹6.1 L (12.1%)Rejected-AOC | L2 | Rejected-AOC Rejected | |
| 3 | L3₹59.4 L+₹9.1 L (18.1%)Rejected-AOC 0 MATADIN KAKRAHI KAKRAHI BHARTHANA ETAWA ETAWAH UTTAR PRADESH 206242 | ETAWAH | UTTAR PRADESH | 206242 | L3 | Rejected-AOC Rejected | |
| 4 | L4₹59.8 L+₹9.5 L (18.9%)Rejected-AOC BABU RAM THAKUR NIWAS BELOW UTTAM GAS AJANCY DISTT SHIMLA | SHIMLA | HIMACHAL PRADESH | 171001 | L4 | Rejected-AOC Rejected | |
| 5 | L5₹60.0 L+₹9.7 L (19.2%)Rejected-AOC | L5 | Rejected-AOC Rejected |
Tender Value
₹65.9 L
EMD Value
₹1.2 L
Closing Date
10 Jan 2022, 11:00 amClosed
Executive Engineer
JSV Division Rohru
SH C o 2 Nos Intake Chamber as per standard design C o Fixing Barbed Fncing C o Wire crate Embankment C o Retaining Wall C o Sedimentation Tank 12000 Ltrs Cap C o Filter bed 20 00 Sqm and C o RCC Storage Tabn as Per standred Disign of Differen
2022_HPIPH_55309_1
JSV-RD-AB-E-Tender/22 9996-10021
Open Tender
Civil Works
Item Rate
180 days
Rohru Town
Tender Document
7 documents required · 7 mandatory
₹800
Yes
EE Rohru
₹1.2 L
Yes
29 Apr 2022
3 Jan 2022
10 Jan 2022
3 Jan 2022
10 Jan 2022
3 Jan 2022
Amount
Excavation in foundation trenches etc.in earth work,lift upto 1,5 meters staking the excavated soil not more than 3mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required in to plinths sides of foundation et
Providing and laying cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm( Forty millimeter nominal size) and curing complete excluding cost of from work in foundation and plinth with in all leads & lifts as per entire satisfication of Engineer in Charge
Providing form work with steel plates 3.15mm thick so as to give fair finish I/c centering shuttering propping etc. height of propping below supporting floor to ceiling not exceeding 4mt. Height & removal of same in situ reinforce ment concrete and plain concrete work in :-
Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like with in all leads and lifts as per the direction of the Engineer - in - Charge.
Flat surfaces such as soffits of suspended floor roofs landing & like floor etc.,upto 200mm thickness.
Edge of slab and break in floor 20 cm wide
Providing and laying cement concrete work 1:1.5:3 (1cement :1.5 sand: 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcment for reinforcement concrete work in :-
i) Foundation and plinth (bed) with in all leads and lifts as per the direction of the Engineer - in - Charge.
ii) Wall (any thickness but not less than 0.1 m thickness) attached pilasters,buttresses, plinth and string courses etc. from top of foundation level up to floor two level with in all leads and lifts as per the direction of the Engineer - in - Charge.
Providing mild steel/tor steel reinforcement for RCC work including bending, binding & placing in position complete upto floor two level with in all leads and lifts as per the direction of the Engineer - in - Charge.
Providing & laying CC 1:2:4 1cement:2 sand 4 graded aggregates 20mm nominal size curing complete excluding cost of form work & reinforcement for RCC work in:- with in all leads and lifts as per the direction of the Engineer in charge.
In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level
Providing and laying (pours) No fine concrete 1:4 (1Cement : 4 graded stone Agg. 40mm and above and curing complete with weep hole or pours etc. with in all leads and lifts as per the direction of the Engineer in Charge.
R/R masonary/polygone rubble masonry (uncoursed/brought to course) with hard stone of approved quality in foundation & plinth including levelling up with cement concrete 1:6:12 (1cement:6sand:12aggrigate 20mm nominal size)at plinth level in CM 1:6 (1cemen
C/O Dry rubble masonry in breast wall and retaining walls revetment walls and parapets etc. with in all leads and lifts as per the directions of the Engineer in charge.
First class brick flooring laid dry and gruted with cement mortor 1:4 (1 cement : 4 sand) i/c finishing the joints flush with in all leads and lifts and per direction of the Engineer-in-charge.
Providing and placing horizontal layers filtering media duly graded screened washed and cleaned as specified by the Engineer Incharge with in all leads and lifts.
Bottom layer broken stone 50mm to 75mm
Bajari 20mm to 25mm
Bajari 6mm to 20mm
Coarse and 3mm to 6mm
Fine sand (Eff. Size 0.20mm to 0.40and Uniformity -co-efficient 2.00 to 3.00).
10 mm thick cement plaster on fair sides of brick/stone masonery convrete walls for interior plastering upto floor two level including arises internal rounded angles not exceeding 80mm girth in CM 1:3 (1cement:3sand) with in all leads and lifts as per the direction of Engineer - In- Charge.
Providing and fixing Man Hole cover with frame & stair case of M.S. sheet and angle size 600x600mm(weight of Main-Hole & stair case arenot less 35kg & 75 kg). Including welding and cutting charges as per direction of Engineer in Charge.
Providing and fixing Man Hole cover with frame & stair case of M.S. sheet and angle size 450x450mm(weight of Main-Hole & stair case arenot less 35kg & 75 kg). Including welding and cutting charges as per direction of Engineer in Charge.
Providing and fixing G.M.S tubes for interconnection between sed./tank ie G.I Elbows, tees, unions nilppes etc. & welding of iron flat both side of (scour.over flow, inlet pipes, interconnection pipes etc.) DIA.(40mm --65mm) as per direction of Engineer in Charge.
P/F Controlling arrangement i:e wheel valve of size 40mm to 65mm of suitable make complete as per satisfaction / direction of Engieer in Charge.
P/F Controlling arrangement With (25mm to 32mm) mm Dia Wheel valve i/c all type of tube fitting compelete
Providing and fixing GMS ventilating pipe/ over flow pipe( 25 to 32) mm dia.incluing all filling as req.
Prov. and fixing GMS tubes of following dia in walls, floors etc. including tube fittings and making the wall, floors etc. good. i.e welding with one feets 25mm flat iran both side of req.pipes.
supplying and fixing galvanised steel barbed wire (is278- 1962 type-1 heighting 9.30 kg per 100 mtrs strainning and fixing to any type of standard rail strainning the belts including securing with and providing of GMS Wire stapller etc ( p[ast of wood cemnt steel paid for separately
Providing and Fixing of fencing post 2.50 mtrs long & 1.80 hight fencing post shuld be of 50x50x65x65x6mm angle iron having 9 nos holes qual spacing for barbed wire fencing post should be welded with 20cm long & 40x 40x6mm hold fast at bottam etc
Wire crate made of GI wire filled with boulders with square cut faces against the wire(Boulder filling to be measured and paid for separately)GI wire 5mm thick corresponding to SWG-6(15cmx15cm mesh) within all leads and lifts and as directed by the Engineer-in-charge.
Wire crate of GI wire fills with boulders with square cut faces against the wire(wire crates to be measured and paid for separately)within all leads and lifts and as directed by the Engineer-in-charge.
Providing and laying cement concrete 1:6:12(1cement:1.approved sand:6approved graded stone agg. 20mm nominal size) & curing complete excluding cost of form work in foundation and plinth:
Providing and laying cement concrete 1:4:8(1cement:4 approved sand:8approved graded stone agg. 20mm nominal size) & curing complete excluding cost of form work in foundation and plinth I breast and retaining wall etc:
Boulder filling behind retaining wall & crate wall within all leads and lifts and as directed by the Engineer-in-charge.
Laying, jointing, testing and commissioning in trenches galvanised mild steel tube of following dia (medium grade) including providing and fixing tube fittings such as reducer increasers, sockets, union,tees,bends etc. where ever required ( earth work in trenches to be measured and paid for separately) and as per the direction of Engineer-in-charge including entire carriage of material upto all leads and lifts.
20mm dia
25mm dia
32mm dia
40mm dia
50mm dia
Shiwang Shukla
sanjeev kumar
Babu Ram
ZAFIR HUSSAIND
subhash chand Govt Contractor
Vikram Rithwan Contractor
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