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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC 62 BALSAMAND ROAD HISAR 125001 | HISAR | HARYANA | 125001 | ₹1.0 Cr | L1 | Accepted-AOC ok |
| 2 | L2₹1.2 Cr+₹13.6 L (13.3%)Rejected-Finance 125 VPO DHANDHERI 125033 | HISAR | HARYANA | 125033 | ₹1.2 Cr+₹13.6 L (13.3%) | L2 | Rejected-Finance ok |
| 3 | L3₹1.2 Cr+₹18.3 L (17.8%)Rejected-Finance | ₹1.2 Cr+₹18.3 L (17.8%) | L3 | Rejected-Finance ok |
Tender Value
Refer Docs
EMD Value
₹2.6 L
Closing Date
2 Jun 2021, 12:00 pmClosed
Ramesh Kumar, XEN HWS Div. Hisar
Ramesh Kumar, XEN HWS Div. Hisar
Installation of submersible pump set and laying pipe line for lowering the Sub Soil Water Level in the area of Village Kharkhari (Hisar)
2021_HRY_172808_5
HWS-02.06.2021
Open Tender
Civil Works
Item-rate/Agreement basic
180 days
Hisar
Please refer Tender documents.
4 documents required · 4 mandatory
₹15,000
Yes
₹2.6 L
Yes
5 Jun 2021
25 May 2021
2 Jun 2021
25 May 2021
2 Jun 2021
25 May 2021
Amount
Providing & laying in position Cement concrete 1:4:8 with 8 graded sone aggregate of 40 mm size in foundation and plinth excluding centering & shuttering complete in all respect as per HSR 6.1.6 @ 2735/cum
Brick work in 1:6 ( 1 cement 4 course sand) mortar with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth complete as per HSR. 7.21.2 @ 3955/cum
Brick work with common burnt clay non-modular brick of class designation 7.5 in foundation and plinth in cement mortar 1:5 (1 Cement : 5 Coarse sand) HSR item No. 7.21.2 + (7.21.1 (-) 7.21.2). @ Rs. 3955+90 = Rs. 4045.00 per cum
providing & layng 40 mm thick Damp proof course with cement concrete 1:2:4 (1 Cement 2 course sand (Zone III) 4 graded stone aggregate 12.5 mm nominal size.as per HSR 6.8.2 @ 149/sam
Steel reinforcement of thermo mechanically threaded bars of graded Fee-500D for RCC work , where not included in the complete rate of RCC i/c straightening, cutting bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wires etc.complete in all respect above plinth level as per HSR 6.33.6 @68/kg or 6800 per Qtl
E/Work excavation in foundation of structure as per drawing and technical specifications i/c setting out, construction of shoring & bracing, removal of stumps and other deterious matter, dressing of sides & bottom and back filling with approved materials as per clause 304 of MORT & H specifications by machnical means in ordinary soil upto 3.0 m depth complete as per HSR 15.1.2.1 @172/cum
Centering and shuttering i/c strutting, proping and removal of form work for roof, landing etc, complete as per HSR 6.30.3 @ 233/ sqm
Providing and laying in position Reinforced cement concrete 1:2:4 (1 Cment 2 course sand Zone-III, 4 graded stone aggregte of 20 mm nominal size ) excluding cost of centering & shuttering, finishing &reinforement up to linth level complete in all respect as per HSR 6.14.2 @4339/cm
3 Coats of white washing with lime to give even shade on new work complete as per HSR 11.61.1 @ 15/ sqm
Providing and laying of Conglomerate floor 25 mm thick cement concrete 1:2:4 on 100 mm thick cement concrete 1:8:16 and 100 mm sand or stone filling complete as per HSR 10.9 @ 383/sqm
Providing and fixing angle iron frames for doors, windows and ventilators of mild steel angle sections of size 35x35x5 mm, joint mitred and welded by angle iron 35x35x5 mm or 35x5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener i/c fixing of necessary butt, hinges andscrew and applying prming cat of approved steel primer all complete as per direction of engineer incharge.as er HSR 13.2 @ 84/kg
12 mm thick cement paster in1:4 on brick walls compete as per HSR- 11.5.3 @94/Sqm
5cm thick brick tile masonry /tile terracing in 1:3 mortar complete as per HSR 7.35 @ 382 / sqm
E/Work, cavation trenches of required width of pipes, cable etc.i/c excavation or sockets and dressing of sides , ramming of bottoms depth up to 1.50 mtrs , i/c getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm depths, i/c consolidaing earth deposited layers by ramming watering etc.and deposing of surplus excavated soil as directed, with a lead of 50 mtrs for pipe/cable etc.with 80 mm dia but not exceeding 300 mm dia (HSR 4.16.1.2) @ 69/mtr
Providing and fixing on wall face Unplasticised Rigid 110 mm dia PVC rain water pipes confirming to IS 13952 Type A i/c jointing with seal ring confirming to IS:5382 leaving 10 mm gap for thermal expansion (single scketed) complete as per HSR 9.57.2 @224/mtr
Supply and layng PVC pipes and specials of following dia casting along trenches and laying the same in trenches , to correct alignment and gradient i/c cartage from store/Railwa station complete in all respect. (a).
Supply and layng PVC pipes and specials of following dia casting along trenches and laying the same in trenches , to correct alignment and gradient i/c cartage from store/Railwa station complete in all respect. (b).
Providing & installation of 0.50 Cs.submersible Pumping set of 7.50 BHP with 20 mtr Head i/c all accessories i/c Solar Module,G.I.Structure set, DC wiring (Tin coated UV protected DC wire, AC wiring, chemical earting system complete, lightening arrestor, all MC-4 conductor/conduit/cable/tie/try/wiring. (NS)(Rs.672800) (Quatation attached )
Boring/drilling bore well of 300 mm dia for casing/ strainer pipe, by suitable methd prescribed in IS:2800 (part-1) i/s collecting samples from different strata, preparing and submtiing strata chargt/bore log i/c hire and running charges of al equipments required for the job complete up to 90 m depth below ground level. cmplete as per HSR 33.6.1.1 @ 572/mtr
Painting two coats excluding priming coat with synthetic enamel paint in all shades on new metallic/plastered work to give an even shade complete as per HSR 11.78 @35/sqm
Kamal Singh Contractor
Baljeet Singh-The tibba dana sher co operative lc society
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