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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.2 LAccepted-Finance | 1 | Accepted-Finance 1 | |
| 2 | 2₹5.4 L+₹22,149.60 (4.28%)Rejected-Finance | 2 | Rejected-Finance 2 | |
| 3 | 3₹5.7 L+₹52,887.57 (10.2%)Rejected-Finance 1876 3 RAJEEV NAGAR STREET NO 8 GURUGRAM 122001 | GURUGRAM | HARYANA | 122001 | 3 | Rejected-Finance 3 | |
| 4 | 4₹7.1 L+₹1.9 L (36.6%)Rejected-Finance | 4 | Rejected-Finance 4 |
Tender Value
₹7.3 L
EMD Value
₹15,000
Closing Date
8 Sept 2021, 5:00 pmClosed
Sunder Singh
O/o EE5
Drilling Boring and Installation of 01 Nos Tube Well with (Reverse Rotary Method) at Shiv Mandir (Baniya Wala Mandir) near tempo stand village Wazirabad Ward No 31 under Division-V MCG
2021_HRY_185834_4
EE-V/MCG/2021/25581 dated 01.09.2021
Open Tender
Civil Works
Tender
30 days
WORK
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
₹15,000
13 Jan 2022
1 Sept 2021
9 Sept 2021
1 Sept 2021
8 Sept 2021
1 Sept 2021
Amount
Drilling Boring and Installation of 01 Nos Tube Well with (Reverse Rotary Method) at Shiv Mandir (Baniya Wala Mandir) near tempo stand village Wazirabad Ward No 31 under Division-V MCG
- Supplying & Packing graded gravel of size as per ISI 4097/1988, as amended upto date and specification attached with this schedule of item of work. The Gravel should be free from Dust, dirt or vegetable matters. Packing to be done from the house pipe to the bottom of liner all around on the bore and will be placed other liner and housing pipes have been lowered and suitably clamped. Thickness and size of the gravel packing will be as directed by the Engineer- in- charge 6x1=6 Cum
-Providing and fixing in position suitable bail plug hook of 219.10mm as per IS 226/1975 as amended upto date, including the cost of M.S. screwed sockets etc. complete in all respects to the entire satisfaction of the Engineer-in- charge of the work.
-providing and laying of D.I. and C.I. specials as per specification complete in all respects
-Making connection with the existing main water pipe line complete in all respects
-P/F 16mm 3 core PVC aluminium cable 1x60=60mtr. 1x1=1 Nos
-Supply and lowering 219.10mm outer dia ERW steel plain pipes as per IS 4270-1992 as amended pipe in 4 to 7 metters random lenth with 88.90mm of threated ends ( 8 threads to an inch or 25.40 mm) manufactured out of 6.35 mm thick M.S socket 152.40 mm length with inside thread to match the pipe threads and made out of M.S plate in to borehole in vertical position including cost of all scaffolding derricks, jim poles, tools and plants , ropes , gays M.S clamp embedded in foundation etc. complete in all engineer in charge 90x1=90mtr.
-Supplying Erection Testing of Electric Control panel for T/Well in pump Chamber Consisting of Ms Sheet of Thickness 18 Gauge Duly painted Box Type floor, Mounted, Made by angel frame containing 1 Nos. Fully Automatic Air Brake starter Suitable For 15 HP Motor, Main Switch of suitable Rage with HRC Fuse 1 No. Volt Meter of (0 to 500 volts) 1 no. amp. meter of 0 to 32 Amp., 3 Set Os Indicating Lamp capacitor of suitable capacity 1 Nos. Single Phase Preventers With the Timer switch including wiring in panel board Suitable Electric Energy Meter wiring from to Electric Control panel Board Complete in all Respect per Specification Given in Schedule No.1 1x1=1 Nos
-Dismantling of C.C 1:1.5:3 for laying pipe line complete as per anlysis
-Supply and lowering slotted pipe of size 219.10mm outer dia, stainless steel pipe confirming to IS 3589-1991 (with latest amended) duly ISI marked made out of the 6.35.. Thick steel sheet in rembom length of 4 to 7 mtr inside and outside coated with anticorrosive black mastic paint with butt-joint as per IS 3589-1991 (with latest amended) including cost of cutting, jointing, welding lowering in bore hole in vertical position including cost of all T&P accessories required for the job as per site condition complete in all respect. upto a depth of 0 to 60mtr depth BGLx1=30x1=600mtr
-Supplying and fixing well threaded M.S. Cap for 273.10 mm outer dia M.S. pipe as per ISI 226/1975 as amended upto date to the satisfaction of Engineer-in-charge. 1x1=1 nos
- Supplying & fixing following CI & DI Pipe, CI Specials Sluice Valves with wheel, Non Return Valves With G.M Flap including Cost of Jointing Materials Excavation Laying Rifling including making Adequate Supports of Masonry/ Concrete/ Steel for Delivery pipe from Submersible pump set up to 1.5 mtr. Outside the outer wall of pump chamber as per plan show as per specification Given in Schedule no. 2 A) Details of pipe and specials.) CI D/F bends reducers , tapers , tees , tail, piece ank blank flang. 80mm dia. 30x1=30Kg
-Supplying Erection Testing and Commissioning of Submersible pumping sets As per BIS specification No. 8034-1989 etc. complete in all respect
-P/F cast iron double flanges sluice valves PN. 1,6 marke with IS :148-16 i/c cost of all jointing matter ials carriagem loading and unloading
-Drilling of 685.80mm dia by hydraulic rotary drilling (reverse circulation method) according to ISI specification No.2800-1991 (Part-I) as amended upto date and modified to extent of the specification attached with this schedule of items of work in all kinds of soils and boulders upto 125mm dia except rocky strata including the cost of all consumable(Size 689mm) stores, fuel, oil, soil stabilizing material and transportation of rig and other accessories to the site proposed bore and back (including cost of lowering of all sizes of casing pipe while boring and extracting the same against earth frictions etc.) Compete to the satisfaction of the Engineer-in-Charge
-Development of T/well according to clause 9.3 of IS : 2800- 991 (Part-I) as amended upto date and specifications attached & as directed by the Engineer-in-charge of the work including the cost of all consumable stores, fuel, oil, compressors, pumps and machinery etc. as required of this work. (a) When developed by compressor of the 450/600 CFM,250 PSI or suitable rating
-Resistivity Survey
-Supply of D.I K-7 pipe complete 100mm dia, Rate=724/-
-Supplying and fixing 219.10 mm M.S. clamp as per IS : 226/ 1975 as amended up to date for supporting the housing pipe supported on two girders not less than 100mm x 150mm and two meters long each embedded in suitable foundation as approved by the Engineer-in-Charge. Rate=500/-
Bidder Name
Amount
Devender Chauhan Contractor(GSTN-06AHCPC3108Q2ZG)
Sh. Aditya Parkash Gupta(GSTN-NA)
Aryan Enterprises(GSTN-NA)
Poorav Enterprises(GSTN-NA)
Aryan Enterprises
Sh. Aditya Parkash Gupta
Devender Chauhan Contractor
Sh. Aditya Parkash Gupta
Poorav Enterprises
Devender Chauhan Contractor
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