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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.8 LAccepted-AOC BOOTH NO 119 SECTOR 9 PANCHKULA 134109 HARYANA | PANCHKULA | PANCHKULA | HARYANA | 134109 | L1 | Accepted-AOC L1 | |
| 2 | L2₹48.1 L+₹16,488 (0.34%)Rejected-Finance CHANDPURA TIKAMGARH DIST TIKAMGARH MP | TIKAMGARH | TIKAMGARH | MADHYA PRADESH | L2 | Rejected-Finance L2 FOR REJECTED | |
| 3 | L3₹54.9 L+₹7.0 L (14.5%)Rejected-Finance | L3 | Rejected-Finance L3 FOR REJECTED | |
| 4 | L4₹55.8 L+₹7.9 L (16.4%)Rejected-Finance | L4 | Rejected-Finance L34FOR REJECTED |
Tender Value
Refer Docs
EMD Value
₹1.2 L
Closing Date
3 May 2021, 6:00 pmClosed
HQ COMMANDER WORKS ENGINEER SRI GANGANAGAR
HQ CWE POST BOX 48 SRI GANGANAGAR-335001 (Rajasthan)
CA No CWE SGNR 115 of 2020-21 SPECIAL REPAIRS FOR REPLACEMENT OF DG SET REPLACEMENT OF UNDER GROUND CABLE AND SPECIAL REPAIR FOR CLEANING OF RAW WATER FILTERATION PLANT AT MILITARY STATION FAZILKA
2021_MES_428862_1
CA NO. CWE SGNR - 115 OF 2020-21
Open Tender
Electrical and Maintenance Works
Item Rate
120 days
GE ABOHAR
CLASS-C
Category-b(i)
10 documents required · 10 mandatory
₹1,000
₹1.2 L
Yes
11 Jun 2021
30 Mar 2021
5 May 2021
30 Mar 2021
3 May 2021
19 Apr 2021
Amount
Supply, installation,test and commissioning Silent diesel driven engine generating set Engine Model : 4R810TAG1, 4 cylinder, Bore x stroke 96 x 112, 415 Volts ,3 Phase 4 wire, 50 Hz ,0.8PF,62.5 KVA speed variation of engine 1500 RPM, continuous rating directly coupled alternator at 1500 RPM,water cooled turbo charged ,with common base plate frame flexible coupling ,electronic control panel for engine ,displaying battery voltage, coolant water temperature ,lubricating oil pressure engine speed and engine hours ,safety trip and indication for high water temperature, low lubricating oil pressure and over speed, alternator self excited, self regulated brushless excitation. Voltage regulation (+/-1%)of related voltage from no load to full load, including AMF Panel indoor type, acoustic enclosure, Fuel piping ,Exhaust piping ,control wiring cable from engine to control panel ,all as specified and as directed by Engineer-in-charge. The generator set shall be Skid mounting type base frame fabricated from suitable MS channel suitably machined to ensure perfect alignment of the engine & alternator with rigid construction & necessary reinforcement to ensure minimum vibrations. AVM Pads: Suitable number of AVM pads shall be supplied with Silent DG Set. (a) Diesel Engine: The Engine as per IS : 10001/10002, shall be vertical 4 cylinder Model 4R810TAG1 (1500 PM. Radiator water cooled ,turbo charged /naturally not less than 83 BHP @ at 1500 RPM under NTP conditions of BS: 5514. The engine shall be provided with electrical starting arrangement & shall give the electrical output of 62.5 KVA/50 KW at 0.8 power factor, 415 volts at the alternator terminal. Make: Kirloskar/Cummins /Ashoke Leyland. Salient feature of accessories shall be as under:-
ACOUSTIC ENCLOSURE ,AMF Panel and all accessories as specified. (d) Fuel tank (Service Tank) Fuel tank shall be fabricated out of MS sheet of suitable for holding diesel for minimum 12 hours continuous running, complete with filling hole with threaded cap inlet out let ,drain and over flow connection arrangement ,air vent connection, fuel level indicator with scale to measure the qty of fuel in the tank etc. Note:- (i) Diesel, Engine oil & grease ,coolant etc .required for commissioning and testing shall be supplied by contractor at his own cost. Initial supply of engine oil ,filling oil ,coolant MF Battery 12V 180 AH-01 No of make: Exide or Amaron duly charged etc. till taken over of DG set .Rate quoted is deemed to be included for the same. (ii) LT UG cable and control cable as required for connecting as directed . (iii) LT UG cable for alternator to panel board and changed over to load shall be measured and paid separately under relevant item. (iv) Any civil works such as PCC foundation for erection of DG set as per manufacturers recommendation and any other civil works involved in installation of DG set ,cost for which has been deemed to have included in the quoted rates. (v) Tenderer shall be provide operator manual spares catalogue, cost for which is deemed to have included in the quoted rates . (vi) Periodic maintenance chart as per manufacturers recommendation shall be provided duly framed . Cost for which is deemed to have been included in the quoted rates. (vii) Tenders are directed to visit the site and familiarize themselves with the nature of work involved . Tender are deemed to have visited the site and acquainted themselves with the complex scope of work.
Supply, installation,test and commissioning Silent diesel driven engine generating set Engine Model : 3R1040TG1, 4 cylinder, Bore x stroke 96 x 112, 415 Volts ,3 Phase 4 wire, 50 Hz , 30 KVA speed variation of engine 1500 RPM, continuous rating directly coupled alternator at 1500 RPM,water cooled turbo charged ,with common base plate frame flexible coupling ,electronic control panel for engine ,displaying battery voltage, coolant water temperature ,lubricating oil pressure engine speed and engine hours ,safety trip and indication for high water temperature, low lubricating oil pressure and over speed, alternator self excited, self regulated brushless excitation. Voltage regulation (+/-1%)of related voltage from no load to full load, including AMF Panel indoor type, acoustic enclosure, Fuel piping ,Exhaust piping ,control wiring cable from engine to control panel ,all as specified and as directed by Engineer-in-charge. The generator set shall be Skid mounting type base frame fabricated from suitable MS channel suitably machined to ensure perfect alignment of the engine & alternator with rigid construction & necessary reinforcement to ensure minimum vibrations. AVM Pads: Suitable number of AVM pads shall be supplied with Silent DG Set. (a) Diesel Engine: The Engine as per IS : 10001/10002, shall be vertical 3 cylinder Model 3R1040TG1(1500 PM. Radiator water cooled ,turbo charged /naturally @ at 1500 RPM under NTP conditions of BS: 5514. The engine shall be provided with electrical starting arrangement & shall give the electrical output of 30 KVA at, 415 volts at the alternator terminal. Make: Kirloskar/Cummins /Ashoke Leyland. Salient feature of accessories shall be as under:-
ACOUSTIC ENCLOSURE ,AMF Panel and all accessories as specified. (d) Fuel tank (Service Tank) Fuel tank shall be fabricated out of MS sheet of suitable for holding diesel for minimum 12 hours continuous running, complete with filling hole with threaded cap inlet out let ,drain and over flow connection arrangement ,air vent connection, fuel level indicator with scale to measure the qty of fuel in the tank etc. Note:- (i) Diesel, Engine oil & grease ,coolant etc .required for commissioning and testing shall be supplied by contractor at his own cost. Initial supply of engine oil ,filling oil ,coolant MF Battery 12V 180 AH-01 No of make: Exide or Amaron duly charged etc. till taken over of DG set .Rate quoted is deemed to be included for the same. (ii) LT UG cable and control cable as required for connecting as directed . (iii) LT UG cable for alternator to panel board and changed over to load shall be measured and paid separately under relevant item. (iv) Any civil works such as PCC foundation for erection of DG set as per manufacturers recommendation and any other civil works involved in installation of DG set ,cost for which has been deemed to have included in the quoted rates. (v) Tenderer shall be provide operator manual spares catalogue, cost for which is deemed to have included in the quoted rates . (vi) Periodic maintenance chart as per manufacturers recommendation shall be provided duly framed . Cost for which is deemed to have been included in the quoted rates. (vii) Tenders are directed to visit the site and familiarize themselves with the nature of work involved . Tender are deemed to have visited the site and acquainted themselves with the complex scope of work.
M&L for earthing complete with galvanised steel earth plate electrode 60 cm x 60 cm x 6.0mm thick burried directly in ground vertically to a depth not less than 2.25 metre below ground level with top edge of earth plate at a depth not less than 1.5 metre below ground level, earth plate surrounded by 15cm thick packed layer of charcoal dust and common salt, connected to galvanized iron strip 32mm x 6mm thick as earth lead by means of bolts, nuts and washers of galvanised iron or steel and thimbles and other end of the earth strip connected to earthing test point/equipment and protected by galvanised iron pipe light grade 40mm dia upto earthing test point/equipment fixed with required number of mild steel clamp made out of 25mm x 3mm flat iron and perforated water pipe 20mm dia GI medium grade of length 2.25 metre and top with socket & plug and bottom connected to earth plate by slit and two bolts/nuts/washers, PCC chamber in cement concrete (1:2:4) type B-1 and 40mmthick pre-cast RCC (1:2:4) type B-0 cover with 40mm x 40mm x 6mm MS angle iron frame, excavation & earth work complete all as shown in electrical plate No. 3 of MES Schedule Part-I of SSR-2009. complete all as specified and directed by Engr-in-charge. Notes :- (i) GI strip upto earth test point/equipment is included in this item. (ii) Outer edge of earth pit chamber shall be 1.5 metre away from the outer edge of PCC chamber. (iii) Minimum weight of reinforcement shall be 1 kg for each earth pit cover
M&L test points as per IS specifications of shape and size as approved by GE and Engineer-in-Charge, made of gun metal or phosphorus bronze of size 75x75x25mm drilled and screwed including 3 nos, 8mm dia, 25 mm long hexagonal screw complete all as specified and directed by Engineer -in-Charge.
M & L for PCC (1:2:4) type B-1 using 20 mm graded stone aggregate as in kerb, coping, bed plates, etc including weathering, slightly rounded or chamfered angle and throating, necessary form work and fair finishing all exposed faces of concrete without using extra cement complete all as specified and directed by Engineer-in-charge
M & L for PCC (1:4:8) type D2 using 40mm graded stone aggregate as in foundationof poles/struts, filling and mass concrete, complete all as specified and directed by Engineer-in-charge .
Supply, installation, testing and comissioning of Non elecricity based Dosing pump driven by water which works on pressure difference, on various water supply schemes, installed dircetly on the water line: Suitable suction injecting electric pump of suitable capacity, ready to use solution, dosage propotional to the water flow (no influence of water flow variations), can tolerate varations of pressure from the water line (it does not affect the accuracy), no pump damage even when additive tank is empty, no overdosing risk/no pure chemical injection risk when when water supply is off. It can work on a suction lift upto 4 mtr. suction line with foot valve strainer. The Motor piston move cycles correspond to a fixed volume of water flowing through the pump (motor volume). The motor speed will increase according to the water flowing through the pump. The dosing pump is volumetric for the capacities of water supply schemes along with installation material like suitable suction injecting electric pump of suiatble capacity if required for creating pressure differential according to the site condition. Rota meter, Cartridge with housing and PVC tank of capacity 500 ltrs complete all as specified and directed by Engineer-in-Charge. Make : DOSATRON or equivalent as approved by GE
Dismantling and taking out of old unserviceable prestressed concrete pole any size including breaking the PCC foundation complete all as specified and directed by Engineer-in-Charge.
Dismantling and taking down cross arm brackets of MS channel or angle section etc including flat iron clamps and nut bolts washers etc from poles all as specified and directed by Engineer-in-Charge.
Taking out unserviceable underground LT cable upto 95 Sqmm from trench/floor/road/pipe/along pole including taking out old bricks complete as specified and directed by Engineer-in-Charge. Note : Excavation, earth work required for item shall be measured and paid separately under respective items of BOQ.
Supplying, laying, jointing and testing and commissioning 95 sqmm, 3.5 core XLPE insulated, screened, PVC bedded galvanised steel strip or wire armoured electric power cable heavy duty multi stranded aluminium conductor & PVC sheathed LT cable 1100 volts grade conforming to IS-7098 laid in trenches/ ducts/ fixed on poles/wall/laid under roads/paths/drain/culverts or passing through pipes complete all as specified and directed by Engineer-in-Charge. Note :Excavation, earth work, sand cushioning and brick protection required for item shall be measured and paid separately under respective items of BOQ.
All as per Srl item No 11 here-in-before but cable of cross sectional area 70 Sqmm, 3.5 core complete all as specified and directed by Engineer-in-Charge.
All as per Srl item No 11 here-in-before but cable of cross sectional area 50 Sqmm, 3.5 core complete all as specified and directed by Engineer-in-Charge.
All as per Srl item No 11 here-in-before but cable of cross sectional area 35 Sqmm, 3.5 core complete all as specified and directed by Engineer-in-Charge.
All as per Srl item No 11 here-in-before but cable of cross sectional area 25 Sqmm, 4 core complete all as specified and directed by Engineer-in-Charge.
All as per Srl item No 11 here-in-before but cable of cross sectional area 16 Sqmm, 4 core complete all as specified and directed by Engineer-in-Charge.
M & L for brick protection with old size sub class 'B' bricks laid flat , length of bricks across the route of underground cable all as specified and directed by Engineer-in-Charge.
M & L for sand cushioning with dry coarse sand to under ground cable 23 cm thick, 8 cm thick below the cable and 15 cm thick after laying the cable complete all as specified and directed by Engineer-in-Charge. Note : Thickness after punning shall be considered for payment.
Excavation in trenches, not exc 1.5 m wide and n. exc 1.5 m depth; or n exc 10 Sqm on plan and n exc 1.5 m in depth for foundations of poles, struts, stays etc. or laying underground cable etc. in soft/loose soil, & getting out complete all as specified and directed by Engineer-in-Charge.
Returning, filling in, including spreading, levelling, watering and well ramming in layers n.exc 25cm thick complete all as specified and directed by Engineer-in-Charge
Removal of excavated surplus soil to a distance n.exc 50m and depositing where directed at level not exceeding 1.5 m above the starting point complete all as specified & directed by Engineer-in-charge .
Supply, jointing and testing heat shrinkable type straight through cable jointing kit, suitable for 1100 Volts under ground XLPE armoured aluminium conductor cable of size 25/35/50 Sqmm, 3.5/4 core including making connections complete all as specified and directed by Engineer-in-Charge.
Supply, jointing and testing heat shrinkable type straight through cable jointing kit, suitable for 1100 Volts under ground XLPE armoured aluminium conductor cable of size 70/95 Sqmm, 3.5 core including making connections complete all as specified and directed by Engineer-in-Charge.
Supply and fixing MCCB 63 Amp, four pole, 415 Volts 50 Hz with adjustable thermal setting and short circuit protection and breaking capacity of 16 KA complete all as specified & directed by Engineer-in-Charge. Make : Indoasian or equivalent in HPL / Havells
Supply and fixing MCCB 100 Amp, four pole, 415 Volts 50 Hz with adjustable thermal setting and short circuit protection and breaking capacity of 16 KA complete all as specified & directed by Engineer-in-Charge. Make : Indoasian or equivalent in HPL / Havells
Supply and fixing MCCB 125 Amp, four pole, 415 Volts 50 Hz with adjustable thermal setting and short circuit protection and breaking capacity of 16 KA complete all as specified & directed by Engineer-in-Charge. Make : Indoasian or equivalent in HPL / Havells
Supply and fixing MCCB 160 Amp, Three pole, 415 Volts 50 Hz with adjustable thermal and magnetic setting alongwith short circuit protection and breaking capacity of 36 KA complete all as specified & directed by Engineer-in-Charge. Make : Indoasian or equivalent in HPL / Havells
Supply and fixing MCCB 200 Amp, Three pole, 415 Volts 50 Hz with adjustable thermal and magnetic setting alongwith short circuit protection and breaking capacity of 36 KA complete all as specified & directed by Engineer-in-Charge. Make : Indoasian or equivalent in HPL / Havells
Supply and fixing MCCB 250 Amp, Three pole, 415 Volts 50 Hz with adjustable thermal and magnetic setting alongwith short circuit protection and breaking capacity of 36 KA complete all as specified & directed by Engineer-in-Charge. Make : Indoasian or equivalent in HPL / Havells
Supplying and fixing cross arms, bracings, stiffeners, supports, clamps and back plates fabricated from structural steel sections including nuts, bolts, washers, welding, binding cold or hot, drilling holes for bolts, in any shape or size as indicated or directed complete all as specified and directed by Engr-in-Charge. Note :Exposed steel surface shall be treated with two coats of aluminium paint over a coat of red oxide primer and unexposed surface of steel sections shall be applied one coat of red oxide primer.
S & F pre-stressed cement concrete pole, 9 metre long of cross section 102mm x 172mm at top and 102mm x 279mm at bottom, class 10, complying with requirements of IS-1678-1998 errecting truly in vertical position including painting of poles with two coats of synthetic enamel paint over a coat of primer in alternate strip of 30cm each in black and white colour upto 1.5 metre height from top of PCC pedestal/coping of poles and numbering of poles with synthetic enamel paint Black in 80mm high letters over 150mm x 230mm yellow base made from synthetic enamel paint complete all as specified and directed by Engineer-in-Charge. Note :- PCC for foundation, cross arms and earth work shall be measured and paid for separately and volume of pole embeded in PCC shall be deducted from PCC for payment purpose.
Boring of holes under road, pavement, hard standing by trenchless technology using ultra sounding technique and necessary machine including HDPE pipe of 80mm dia suitable for 0.4 MPA working pressure for passing of LT/HT cables complete all as specified and directed by Engineer-in-Charge.
M&L for Earthing complete with galvanised steel earth plate electrode 60 cm x 60 cm x 6mm thick burried directly in ground vertically to a depth not less than 2.25 metre below ground level with top edge of earth plate at a depth of not less than 1.5 metre below ground level, earth plate surrounded by 15cm thick and packed layer of charcoal dust and common salt, connected to earth lead of GI wire 4 mm dia (8 SWG) by means of bolts, nuts and washers of the earth wire galvanised iron or steel and thimbles and other end of the earth wire connected to earthing test point and protected by galvanised iron pipe light grade 15mm dia and water pipe 20mm dia GI light grade with funnel & wiremesh, PCC chamber in cement concrete (1:2:4) type B-1 and CI cover with frame, excavation & earth work complete all as shown in electrical plate No. 3 of MES Schedule Part-I of SSR-2009. complete all as specified and directed by Engr-in-charge.Notes :- (i) GI wire upto earth test point/ equipment is included in this item. (ii) Outer edge of earth pit chamber shall be 1 metre away from the outer edge of PCC chamber.
Supply and fix GI pipe 80 mm bore light grade for protection of cable laid under the road / laid under the floor or in trenches complete all as specified and directred by Engineer-in-Charge.
Supply and fix GI pipe 50 mm bore light grade for protection of cable laid under the road / laid under the floor or in trenches complete all as specified and directred by Engineer-in-Charge.
Supply and fix GI pipe 40 mm bore light grade for protection of cable laid under the road / laid under the floor or in trenches complete all as specified and directred by Engineer-in-Charge.
Supply and fixing LT cable route indicator with PCC work complete all as specified and directed by Engineer-in-Charge. Note : PCC shall be measured and paid separately under respective items of BOQ.
Dewatering the stagnated polluted water from 50 lakh gallons capacity raw water tank of size 120 m x 84 m x 3.5 mtr( Note depth not more than 4.5 meter) by pumping out using diesel engine operating pumping set or electricity operated pumping set and draining out the polluted water liquid mud water to distance not exc 100 mtr away from the edge of the tank complete all as specified and directed by Engr-in-charge. (Note:- Dewatering shall be carried out by pumping system using diesel operated engine pumping set or electrically operated pumping set at the discretion of the contractor . In case the pumping is done by using electrically operated pumping set then electricity shall be supplied by the MES and shall be charged at rates indicated in particular specification)
Dewatering the stagnated polluted water from 30 lakh gallons capacity raw water tank of size 80 m x 80 m x3.5 mtr( Note depth not more than 4.5 meter) by pumping out using diesel engine operating pumping set or electricity operated pumping set and draining out the polluted water liquid mud water to distance not exc 100 mtr away from the edge of the tank complete all as specified and directed by Engr-in-charge.(Note:- Dewatering shall be carried out by pumping system using diesel operated engine pumping set or electrically operated pumping set at the discretion of the contractor . In case the pumping is done by using electrically operated pumping set then electricity shall be supplied by the MES and shall be charged at rates indicated in particular specification)
Desilting of Raw Water tank manually including bailing out mud/sludge by pumps/ manually without damaging bottom lining of tank complete all as specified and directred by Engineer-in-Charge.
M & L for cutting or uprooting grass, bushes and removing rubbish arround the premises of both Raw water reservoirs, cleaning tank area and making good complete all as specified and directred by Engineer-in-Charge.
Taking down cement plaster from brick/ concrete walls incl raking out joints , hacking for key scrubbing down with water complete all as specified and directred by Engineer-in-Charge.
Demolition of brick work any description built in cement mortar or cement lime mortar complete all as specified and directred by Engineer-in-Charge.
M & L for raking out joints / pointing to brick work built in cement mortar in walls or to brick on edge in floor or any other position complete all as specified and directred by Engineer-in-Charge.
M & L for raking out joints / pointing to brick work or brick tiles laid flat in floors, surfaces or any other position in cement mortar complete all as specified and directed by Engr-in-charge.
Rendering 15 mm thick in CM(1:4) on fair or other than fair faces of brick concrete walls, surface finished even and smooth w/o using extra cement complete all as specified and directred by Engineer-in-Charge.
M & L brick work in cement mortar (1:6) all as specified using sub class ' B' old size brick straight or curved on plan exc 6 m means radius complete all as specified and directed by Engr-in-charge.
M & L brick work in cement mortar (1:6) all as specified using sub class ' B' old size brick straight or curved on plan exc 6 m means radius but except bricks complete all as specified and directed by Engr-in-charge.
M & L brick work of brick tiles laid flat or on edge in floor channel , kerb, aprons etc. built in dry and pointed complete all as specified and directred by Engineer-in-Charge.
M & L for flush pointing in CM (1:3) to brick on edge in paving or in any other position complete all as specified and directred by Engineer-in-Charge.
M & L for demolition of cement concrete ( unreinforced) in floors/ paving( below or above) and of any description and in any posting not otherwise specially provided for complete all as specified and directred by Engineer-in-Charge.
Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directred by Engineer-in-Charge.
M & L chequered cement concrete tiles (Vibrate Designer type) 20cm x 20 cm x 25 mm thick set jointed and pointed in neat cement slurry in floors with gray and cement pigments complete all as specified and directred by Engineer-in-Charge.
M & L for screed or bedding layers of mortar 20 mm thick for laying floor finishes in CM (1:6) complete all as specified and directred by Engineer-in-Charge.
M & L for PCC (1:4:8) type D-2 100 mm thick as in sub base complete all as specified and directred by Engineer-in-Charge.
M & L for mild steel framed work such as grills , grating, etc. with ends of bars shouldered and or riveted or forged in to spike framed guard bars barred iron doors ladders framed balusters walk way railing framework of water tank and similar work s confirming to Fe-410 or Fe 310-0complete all as specified and directred by Engineer-in-Charge. -------------------------------------------------------------------------------------------------------------- Note : A sum of Rs. 1,18,540.00 will be deducted on account of credit for dismantled/ demolished / taken down material. Please refer details on Srl Page No. 29 (Schedule of Credit) of Tender document
POOJA CONSTRUCTION COMPANY
ROYAL BUILDERS
Aggarwal brothers and company
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