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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.8 CrAccepted-AOC VPO JAGRAM BASS TEHSIL BADHRA DISTT CH DADRI 127308 | JAGRAM BASS | CHARKHI DADRI | HARYANA | 127308 | ₹4.8 Cr | 1 | Accepted-AOC agreement dated 10.05.2022 |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹4.6 Cr
EMD Value
₹9.3 L
Closing Date
22 Mar 2022, 2:30 pmClosed
Xen, Loharu W.S. Division, Loharu
Xen, Loharu W.S. Division, Loharu
Utilization of treated water from STP Siwani of Distt. Bhiwani for Irrigation purpose
2022_HRY_210702_16
2510/16A/A1-A20
Open Tender
Civil Works
Works
450 days
Loharu
Please refer Tender documents.
2 documents required · 2 mandatory
₹15,000
₹9.3 L
Yes
31 May 2022
17 Mar 2022
22 Mar 2022
17 Mar 2022
22 Mar 2022
17 Mar 2022
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 SQM on plan) including getting out and disposal of excavated by Engineer-in-charge. As per HSR 4.12.1
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift up to 1.5 m as per HSR4.32
Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, heaving continous agitated mixer, manufactured as per mix design of specific grade for plain cement concrete work, including pumping of R.M.C. from tranist mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing. admixtures in recommeded proportions as per IS: 9103 to accelerate /retard setting of concrete, improve as per directinon of the Engineer-in-charge. M-15 grade plain cement concrete cum (cement content considered as HSR 6.22.2.2
Providing and laying in position ready mixed M-30 grade concrete for reinforced cement concrete work, using cement content as per approved design mis, manufactured in fuly automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specific grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer -in- charge and Providing M-30 grade concrete of B2M-25 cum grade BMC/RMC. (Note:- Cement content considered in M-30 is as per HSR 6.24.1+6.26.1 all works up to plinth level
Lining with design mix concrete of grade M-15 cement content 240 Kg cum, 100mm thick in side slope with paver including rendering form work dressing and prepration of sub grade as per directions of Engineer incharge as per HSR 14.10.2.2
Lining with design mix concrete of grade M-15 with minimum cement content 240kg/cum, 100 mm thick in curve portion and Bed with paver including rendering with cement sand (1:3) slurry, from work, dressing and preparation of sub grade as per directions of Engineer-in-charge. as per HSR 14.10.2.1
Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bendingm placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more as per HSR 6.33.6
PVC WATER BAR 20.85 Supplying and Fixing of PVC water bars for water stops flexible physical plastic for preventing leakage in concrete joints to avoid seepage (Fixostop) with ribs and central bulbus marked as per IS 12200 of 2001 alongwith bitumen filler complete in all respects. 300 mm x 8 mm thickness of wall. New HSR Item No. 20.85.4
Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. as per HSR 6.29.1
Planning, Design, Supply, installation, testing & commissioning of Solar PV Powered Plant including PV module, Solar Mounting Stracture, Cabling, Earthing etc. Rates provided as per Govt. of India, Ministry of New & Renewable Energy office No. 318/38/2018-GCRT dated 18.08.2021 (copy enclosed)
Planning, Design, Supply, installation of 12W LED Street lighting of 75W Solar Panel, 12.8 V, 30 Ah, Lithium Ferrophosphate Battery including Ploe of 5 m above ground level
Planning, Design, Supply & Installation, testing & commissioning of Solar Powered Motor Pumping sets including Drives, Starters ets. Head-45m -50m, 13 lps, (5 Working+S Standby) HSR item (20.123.10)
Supply, Installation, Testing & commissioning of hydrocyclone seperator 120M3 /hr.
Supply, Installation, Testing & commissioning of semi Automatic Sand Media Filter of 100 M3 / hr.
Supply, Installation, Testing & commissioning of screen / Disc filter of 100 M3/ Hr
Supply, Installation, Testing & commissioning of C.I. Double Action Air/ Vaccum releas valve 65mm with Accessories HSr 20.14.1
Supply, Installation, Testing & commissioning of C.I. Non Return valve 200mm HSR 20.11.2,20.4 & 20.5
Planning supply laying 50mm thick interlocking P/Blocks of all shapes and colors in D/Mix M-30 over bed of 20 mm thick fine sand complete sorouding solar.
Supply, Installation, Testing & commissioning of plastic presure relief 80mm
Planning, Design, Supply, Excavation of trenches installation, testing & commissioning of HDPE pipes confirming to IS:4984, PE-80 as per direction of HDPE pipe 110 mm x 4 Kgf/ cm2
Planning, Design, Supply, Excavation of trenches installation, testing & commissioning of HDPE pipes confirming to IS:4984, PE-80 as per direction of HDPE pipe 140 mm x 4 Kgf/ cm2
Planning, Design, Supply, Excavation of trenches installation, testing & commissioning of HDPE pipe 160 mm x 4 Kgf/ cm2
Planning, Design, Supply, Excavation of trenches installation, testing & commissioning of HDPE pipe 200 mm x 4 Kgf/ cm2
Supply installation of HSPE conduct pipes of 250 mm x6 kg/ cm2
Drilling under road / path to cross the pipeline upto 10"
Trenching & blackfilling for laying of pipes upto 450mm x 900 mm HSR 16.1.3
Supply installation testing & commissining of Hydrant Assembly complete 4"
Supply installation testing & commissining of C.I. siuice valve on respective size of pipes, CI-1 Sluice valve 100mm HSR 20.10,120.4+20.5
Supply installation testing & commissining of C.I. siuice valve on respective size of pipes, CI-1 Sluice valve 125mm
Supply installation testing & commissining of C.I. siuice valve on respective size of pipes, CI-1 Sluice valve 150mm
Supply installation testing & commissining of C.I. siuice valve on respective size of pipes, CI-1 Sluice valve 200mm
Supply installation of HDPE Pipe as per is 4984-2016 PE-100 as per HSR 21.96.3 HDPE Pipe 250 mm x 2.5 kgf/cm2 PE-80
Trenching & Backfilling for Laying og Pipes upto 450 mm X 900 mm: HSR Item-4.16.1.3
Planning, Design, Supply, Instalation,testing & commissioning of Transfer Pump (2W+1S) Head-15-20m, Discharge-15 lps with Control Panel & all fittings
Supply & Installation of Non Return Vave for Pump Delivery 250 mm (HSR:20.11)
Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in cement mortar 1:6 (1 cement:6 coarse sand ) as per New HSR item No. 7.21.2
Providing and laying in position cement concrete of specified grade excluding of cost of centering and shuttering-all work below plinth level and upto floor IV level 1:2:4, one cement : 2 coarse sand, zone-III): 4 graded stone agrregates 40 mm nominal size) as per new HSR Item 6.1.3
Brick work with common burnt clay non-modular bricks of class designation 7.5 in foundation and plinth in cement mortar 1:4 (1 cement:4 coarse sand ) as per New HSR item No. 7.21.1
Brick work with common burnt clay non modular bricks of class designation 7.5 in superstrcuture above plinth level upto floor IV level in all shapes and sizes in : Cement mortar 1:4 (1 cement: 4 coarse sand) HSR 7.22.1
Digital water meter
Sign board documentation audio visual etc.
Four No. Man power watch and ward for 1 year
Training Programme for farmer
Training Programme for farmer visit
Mono block pump 25 HP 2 No.
Providing and laying in position ready mixed plain CC with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continous agiated mixer, manufactured as per mix design of soecfied grade for plain CC work, including pumping of RMC from transit mixer to site of laying and curing, excluding the cost of curing admixture in recommended proportions as per IS : 9103 to accelerate / retard setting of conceret, improve workblility without impairing stgentgh and durability as per direction of the Engineer-Incharge ( All works utpo plinth Level) MM-10 grade plain CC (Cement content considred HSR6.22.2.3
Providing and laying in position machine btached and machine mixed design mix M-25 grade cement concrete for reinfornced CC work using cement content as per approved design mix including pumping of concerete to site of laying but excluding the cost of centering shuttering finishing and reinforcement including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concerete improve workbility without imparing strength and durability as per direction of Enginer in charge all work up to plinth HSR 6.25.1
12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand a HSR 11.5.3
Pointing on brick work or brick flooring with cement moratar 1:3 (1 cement: 3 fine sand) Flush / ruled struck or weathered pointing HSR 11.25.1
Providing and laying of conglomerate floor 25 mm thick cement concrete 1:2:4 on 100 mm CC 1:8:16 and 100 mm sand stone filling HSR 10.9
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including joiting with seal ring conforming to IS 5382, leaving 10mm gap for thermal expansion, (i) Single socketed pipes (75mm dia meter ) HSR 9.57.1
Making khurras 45x45cm with average minimum thickness of 5 cm CC 1:2:4 (1 cement coarse sand :4 graded stone aggregate of 20 mm, nominal size) over PVC sheet 1m x 1m x400 micron, finished with 12mm cement plaster 1:3 (1 cement: 3 coarse) sand and a coat of neat cement rounding the edges and making and fininshing the outlet complete HSR 9.18
Providing and fixing angle iron frames for doors, windowns and ventilators of mild steel angle sections of size 35x35x5 mm, joint mitred and welded by angle iron 35x35x5 or 35x5 mm flat pieces to the existing T-iron frame or to the wall with dash fastners including fixing of necesary butt hings and screws and applying a priming coat of approved steel primer HSR 13.2
Finishing with Epoxy paint two or more coats at all locations prepared and applied as per mannual specification including appropriate primary coat prepartation of surface of surface etc complete HSR 11.73.1
White washing with lime to give an even shade for new work three or more coats HSR 11.61.1
Finishing walls with teured exterior paint of required shade : old work (Two or more coats on existing cement paint surface applied HSR 30.36.1
Steel work welded in built up sections framed work inlucding cutting hoisting fixing in position and appliying a priming coatd of approved steel primer using structual steel etc as required in gratting, frames guard bar ladder railiangs brackes gates and similar works HSR 13.29.2
Finishing walls with Acrylics smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 litre/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 Kg /10 sqm HSR 11.95.1
Consultancy of hydrant and pumping
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