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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.2 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹54.8 L+₹28,325 (0.52%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹61.3 L+₹6.8 L (12.4%)Rejected-Finance 00 VIDYUT NAGAR MEERANPUR SADDARALI TANDA AMBEDKAR NAGAR UTTAR PRADESH 224238 | AMBEDKAR NAGAR | UTTAR PRADESH | 224238 | L3 | Rejected-Finance L3 |
Tender Value
₹53.0 L
EMD Value
₹1.1 L
Closing Date
28 Feb 2023, 9:00 amClosed
ANKIT BHARDWAJ
Division FMDA
Renovation of 13 No. tube wells in revenue estate of village Bhupani, Faridabad on Ranney well line No.5 including civil repair works, LT/HT Line electrical works, making connection with main line and all other works contingent thereto.
2023_HRY_259912_1
2023F0AF27D3 CCC2 403D B59F E17674E305EC1851002
Open Tender
Civil Works
Works
130 days
BHUPANI
2 documents required · 2 mandatory
₹1,180
₹1.1 L
Yes
3 Apr 2023
22 Feb 2023
28 Feb 2023
22 Feb 2023
28 Feb 2023
22 Feb 2023
Amount
[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand)
[11.65.1]Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer`s specification. 1. Two or more coats on new work
[13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
[20.102]Supplying and fixing 273.10mm M.S. clamp as per IS 226 as amended up to date for supplying the housing pipe supported on two girders not less than ISMB 100mm x 150mm, weight not less than 17.00 kg / m, cross section area not less than 21.67 sq. cm, flange thickness 7.00mm, web thickness 5.40mm, 2.00 m long (each) embedded in suitable foundation as approved by the Engineer-in-charge.
[20.103.1]Development of tube well according to clause 9.3 of IS: 2800-1991 (Part-I) as amended up to date and specifications attached and 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 for the work. 1. Compressor 450cfm x 250 psi
[20.11.3]Providing and fixing cast iron double flanged swing check type reflux (non return) valves PN-1.6 marked with IS:5312 including nuts and bolts marked with IS:1363, rubber sheet marked with IS:638 etc., carriage loading, unloading, stacking, handling, re-handling etc. Complete in all respect to the satisfaction of Engineer-in-charge 3. 150 mm i/d
[20.114.2]Supplying erection, testing 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 0 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. 2. 15 HP Motor
[20.54.4]Providing GI pipes class B marked with IS: 1239 in 3.05 m length, their threading and welding with flanges (Heavy Duty) on both sides, jointing with nuts and bolts ( ‘W’ make), rubber gaskets , lowering into Tube wells and testing including carriage, loading, unloading etc. complete in all respects to the satisfaction of Engineer-in- Charge. 4. 100 mm i/d
[20.63.2]`Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/W to be measured and paid separately. ` 2. 150 mm i/d
[20.63.3]`Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/W to be measured and paid separately. ` 3. 200 mm i/d
[20.63.4]`Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade SandS pipes as per 15:8329-2000 (amended up to date), with internal cement mortar lining for potable water with rubber ring (EPDM/SBR) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per Technical Specifications and as per direction of Engineer. Note: E/W to be measured and paid separately. ` 4. 250 mm i/d
[20.66.2]Cutting DI pipe and chipping or filling the surface to a uniform finish 2. 150 mm i/d
[20.66.3]Cutting DI pipe and chipping or filling the surface to a uniform finish 3. 200 mm i/d
[20.66.4]Cutting DI pipe and chipping or filling the surface to a uniform finish 4. 250 mm i/d
[20.67.2]Joining DI socketed pipes, valves and special with rubber tyton joints fitted complete including cost of labour and tools etc. and tested complete. 2. 150 mm i/d
[20.67.3]Joining DI socketed pipes, valves and special with rubber tyton joints fitted complete including cost of labour and tools etc. and tested complete. 3. 200 mm i/d
[20.67.4]Joining DI socketed pipes, valves and special with rubber tyton joints fitted complete including cost of labour and tools etc. and tested complete. 4. 250 mm i/d
[20.69.1]Providing, lowering, laying in trenches, aligning, fixing in position and jointing at all level/depths cast iron (CI) standard specials plain /flanged/ socketed confirming to IS13382 with rubber ring, nut bolts and rubber sheet such as tees, bends, tapers, caps etc. complete including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. 1. Up to 300mm dia
[22.162.1.1]Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 1.1. 100 mm diameter Class I
[23.22.1.3]MCCB ,DISTRIBUTION BOARDS, MCB`s, RCCB`s, CHANGE OVER etc. 1.3. Supply and erection of Modular case circuit breaker single pole/4 pole on existing wall/pedestal/Panel including bounding to earth and making necessary connections required to complete the job in all respect up to the entire satisfaction of the Engineer-in-charge of the work. TRIPLE POLE MCCB 16 to 100 Amp, 25 KA
[24.2.5.3]LT CABLE 5.3. Laying and fixing of cable on surface/ cable tray etc as required:- 50 Sq mm to 150 sqmm 2 to 4 Core
[24.4.1.3]STREET LIGHT 1.3. 3 metres long 50 mm dia pole duly embedded 0.6 m below ground level. 6 metres long 65 mm dia pole duly embedded 1 m below ground level.
[24.5.1.4]MISCELLANEOUS ITEMS 1.4. Supply and jointing three core submersible flat cables of approved make with bare bunched copper conductor insulated and sheathed with PVC for submersible pump motors /fountain lights etc with voltage grade 1100 volts marked with IS:694, 1990 including cost of jointing, materials as well as carriage, loading, unloading etc. complete in all respect up to the entire satisfaction of Engineer- in-Charge. Submersible Copper Cable 3 Core 6 sqmm
[4.1]Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
[4.16.1.2]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 : 1.2. Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
Supplying, erection, testing and commissioning of submersible pumping sets as per BIS specification NO.8034-1989, having head 40-45 Mtr, Discharge 800-900 LPM or as per direction of Engineer-in-charge, of make Hindustan, CRI, KSB, Kirloskar, Crompton.
Anil Dahiya Contractor
Priya Construction Company
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