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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.5 CrAccepted-AOC 86 SECTOR 07 URBAN ESTATE KURUKSHETRA | ₹9.5 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹9.7 Cr+₹18.4 L (1.93%)Rejected-AOC HSVP PANCHKULA | PANCHKULA | HARYANA | 133301 | ₹9.7 Cr+₹18.4 L (1.93%) | L2 | Rejected-AOC L2 |
| 3 | L3₹10.0 Cr+₹45.0 L (4.72%)Rejected-AOC | ₹10.0 Cr+₹45.0 L (4.72%) | L3 | Rejected-AOC L3 |
| 4 | L4₹10.0 Cr+₹49.3 L (5.17%)Rejected-AOC | ₹10.0 Cr+₹49.3 L (5.17%) | L4 | Rejected-AOC L4 |
| 5 | L5₹10.0 Cr+₹51.1 L (5.36%)Rejected-AOC SIRSA | ₹10.0 Cr+₹51.1 L (5.36%) | L5 | Rejected-AOC L5 |
Tender Value
₹9.8 Cr
EMD Value
₹19.5 L
Closing Date
31 Aug 2022, 5:00 pmClosed
XEN, Tohana WS Division
Canal Colony Tohana
Constructing underground pipeline from RD 0 to 35465 for dewatering of flood/logged water in village Bhimewala out falling into Fatehabad Branch at RD 59600/L
2022_HRY_235340_2
08/2022
Open Tender
Civil Works
Item-rate/Agreement basic
547 days
Tohana
Please refer Tender documents.
4 documents required · 4 mandatory
₹20,000
₹19.5 L
Yes
Canal Colony Tohana
19 Dec 2022
22 Aug 2022
1 Sept 2022
22 Aug 2022
31 Aug 2022
22 Aug 2022
26 Aug 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 earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. (All kinds of soil) (HSR item No. 4.12.1)
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: Pipes, cables etc. exceeding 300 mm metre dia but not exceeding 600 mm. Extra for excavating trenches for pipes, cables etc. in all kinds of metre soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth up to 1.5 metre). (HSR item No. 4.16.1.3 & 4.17)
Providing lowering, cutting, jointing and testing RCC pipe class NP 3 as per 18-458-2003 with spigot & socketed, joints manufactured with ISI marked sulphase resistance cement as per ISI 12330 with rubber rings ISI marked antitermite as required at site in to trenches for all depths and laying out the same to correct alignment gradients and levels including dressing and triming and cutting of concrete beds and side of trenches, if required jointing with rubber rings in trenches and jointing with 1:3/2. cement sand mortar and with end dowels filled with 1:3/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in item No. 21.38, item No. 21.44, item No. 21.45 & item No. 21.46 including cartage loading and unloading complete in all respects, the internal diametric of the sewer being 800 mm (HSR item No. 21.95.7)
Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths ISi marked HDPE pipe of PE-100 grade and PN - 6 for water supply as per IS 4984-2016 (amended up to date) in trenches in complete including cost of HDPE Specials, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifictions and as per direction of Engineer. Note: E/W to be measured and paid separagely. rate includes cost of all specials like bends, tees required during laying of pipeline along required alignment 710mm outside dia (HSR item No. 21.97 (Derived rate)
Supplying, erection, testing and commissioning of Submersible motor pumping set non clog for sewerage having head 10.00 m as per the indicated requirements of discharge in 3500 LPM and power capacity in BHP Make: KSB, CRI, Kirlosker, Crompton Greeve, Lubi) (HSR item No. 21.104.44)
Supplying, erection, testing and commissioning of Submersible motor pumping set non clog for sewerage having head 10.00 m as per the indicated requirements of discharge in 6600 LPM almost equal to 110 LPS and power capacity in BHP Make: KSB, CRI, Kirlosker, Crompton Greeve, Lubi) (HSR item No. 21.104.75)
Supply Installation testing commissioning of Solar Photovoltaic grid connected of 15 KWp. 49.50 per watt. rate approved by energy Deptt. Haryana/ HAREDA in paver of M/s Rhine Solar Ltd. 417, EPIP phase-III, Kundli Industrial estate, Sonipat Haryana (15Kwp = 15000x49.50 = 742500/- (N.S item )
Supplying of fully automatic electric control panel board for T/Wells in Pump Chamber consisting of MS sheet of thickness 14 gauge duly painted box type floor mounted made of angle Frame containing 1 no. fully automatic air brake starter suitable for Motor of the following capacity, Min switch of suitable range with HRC fuse, 1 no. volt meter (0 to 500 volts), 1 No. Amp. Meter of O to 100 amp. 3 sets of indicating lamp capacitor of suitable capacity and 1 no. single phase preventers with the timer switch including wiring in panel board and suitable electric energy meter wiring in Electric Control Panel Board complete in all respect as per specification given in Schedule No. II, Including MCB, suitable, Capacitor, Wooden Box etc as per site requirement complete in all respect. PH297 Basic rate of material
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) : 6 graded stone aggregate 20 mm nominal size) (HSR item No. 6.1.4)
Brick work with common burnt clay non-modular bricks of class designation 10 in foundation and plinth in: Cement mortar 1:4 (HSR item No. 7.21.1)
Brick work with common burnt clay non-modular bricks of class designation 10 in superstructure above plinth level up to floor IV level in all shapes and sizes in : Cement mortar 1:4 (HSR item No. 7.22.1
12 mm cement plaster of mix : 1 :4 (1 cement: 4 fine sand) (HSR item No. 11.5.3)
Providing & fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS : 1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1 :2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge (HSR item No. 21.28)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 20 mm nominal size) (HSR item No. 6.1.2)
Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1 :3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete. 1:1½ :3 (1 Cement: 1½ coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size). (HSR item No 6.39.1)
Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, 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 (Cold twisted bars) (HSR item No. 6.33.3)
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (All kinds of soil.) (HSR item No. 4.14.1)
Providing and laying damp-proof course with cement concrete 1: 1.5:3 (1 cement : 1.5 coarse sand (zone-Ill): 3 graded stone aggregate 20mm nominal size) (40 mm thick) (HSR item No 6.9.2)
Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies. (HSR item No. 6.30.3)
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers (HSR 6.30.5)
10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25mm thick mud mortar mied with bhusa@35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement :3 fine sand) mixed with 2% of integral water proffing compound by weight of cement and finished neat with common burnt clay non modular brick tile of class designtation 10 (HSR item No. 9.11.1)
Pointing on brick work or brick flooring with cement mortar 1 :3 (1 cement : 3 fine sand): (Raised and cut pointing) (HSR item No. 11.25.2)
Providing and laying of conglomerate floor 40mm thick cement concrete topping 1 :2:4 (HSR item No. 10.8)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1 :4: 8 ( 1 Cement : 4 coarse sand (zone-Ill) : 8 graded stone aggregate 40 mm nominal size) (HSR item No. 6.1.6 )
Providing and laying of brick on edge flooring with bricks of class designation 10 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: 1 :4 ( 1 cement : 4 coarse sand)(HSR item No. 10.33.1)
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. (80x1 .25 mm M.S. laths with 1.25 mm thick top cover) (HSR item No. 13.37.1)
White washing with lime to give an even shade : New work (three or more coats) (HSR item No. 11.61.1)
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) (HSR item No. 11.96.1)
Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works (HSR item No. 11.68.3)
Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. (HSR item No. 11.78)
Providing and fixing fan hook made from 8 mm dia MS rod 75 cm long of required shape and size (HSR item No. 23.23.4)
Wiring for Light/Fan/call bell point in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick MS conduit pipe, without separate control switch (Group B) (HSR item No. 23.1.3.2)
Wiring for Light/Fan/call bell point in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick MS conduit pipe, without separate control switch (Group B) (HSR item No. 23.1.3.2)
Wiring in MS conduit system for 3-pin 5amp. Plug point by using 2 no 1.5 sqmm FRLS copper wire and 1 no 1.5 Sqmm FRLS copper wire , including providing 1 no 5/6 Amp 3/5 pin socket and 1 no 5/6 Amp switch required MS Box etc complete as required (Group B) (HSR item No. 23.1.4.2
Supply and erection of PVC CONDUIT ISi marked (Medium) recessed in walVceiling etc. including the cost of PVC bends, inspection boxes, iron hooks and cement concrete etc. complete in all respect up to the entire satisfaction of Engineer-in-Charge of work. (PVC pipe of 20 mm dia.) (HSR item No. 23.7.6.1)
Providing and fixing UPVC pipe of 4 Kg/CM2 ISI marked (160mm internal diameter of pipeline laid completed) (160mm dia PVC pipe) NS item
Providing beams including hoisting, fixing in position and applying wood preservative for the unexposed surfaces, etc. complete with (Sal wood) (HSR item No 18.9.1)
Add lumsum charges for electric connection
ROHTASH KUMAR CONTRACTOR
M/s. Amrit Lal Nagpal
NARENDER MALIK
M/s Shivji Singla and Sons
M/s Mahashiv Promoters Pvt. Ltd.
RAJINDER SINGH CONTRACTOR
TEJWANT RAI GOVT CONTRACTOR
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