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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹36.4 LAccepted-AOC 186 GANDHI MARKET AMBALA CANTT 133001 | AMBALA CANTT | AMBALA | HARYANA | 133001 | L-1 | Accepted-AOC Being lowest and reasonable | |
| 2 | L-2₹38.4 L+₹2.0 L (5.50%)Rejected-Finance 261 BHARAT NAGAR BATHINDA PB 151001 | BATHINDA | BATHINDA | PUNJAB | 151001 | L-2 | Rejected-Finance Not being lowest bidder. | |
| 3 | L-3₹40.7 L+₹4.3 L (11.8%)Rejected-Finance H NO 698 SECTOR 10 PANCHKULA HARYANA 134109 | PANCHKULA | PANCHKULA | HARYANA | 134109 | L-3 | Rejected-Finance Not being lowest bidder. | |
| 4 | L-4₹41.1 L+₹4.8 L (13.1%)Rejected-Finance SHIV BARI ROAD NEAR KASUMAL HOTEL BIKANER 334003 RAJASTHAN | BIKANER | BIKANER | RAJASTHAN | 334003 | L-4 | Rejected-Finance Not being lowest bidder. | |
| 5 | L-5₹43.1 L+₹6.7 L (18.4%)Rejected-Finance | L-5 | Rejected-Finance Not being lowest bidder. |
Tender Value
₹51.9 L
EMD Value
₹1.0 L
Closing Date
12 Sept 2024, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CWE Bathinda
HQ CWE Bathinda Bathinda Mil Stn
REPAIR MAINT OF HT NETWORK AND CONNECTED WORK UNDER ZONE 1 AND ZONE 3 UNDER GE (U) BATHINDA AT BATHINDA MIL STN
2024_MES_664158_1
CWE BTD/TOKEN-08/2024-25
Open Tender
Electrical and Maintenance Works
Item Rate
180 days
Bathinda Mil Stn
As per NIT
7 documents required · 7 mandatory
₹1,000
GE (U) Bathinda
₹1.0 L
HQ CWE Bathinda
4 Nov 2024
5 Jul 2024
14 Sept 2024
5 Jul 2024
12 Sept 2024
29 Jul 2024
15 Jul 2024
Amount
Opening/disconnecting the electrical connection of defective/burnt out underground HT cable of any size junction boxes HT OH Line/HT panel, taking out the required length of cable from existing loop, cutting the defective portion of cable, providing required thimbles/connectors at cable end and reconnecting the cable in previous location with existing junction boxes HT OH Line/HT Panel etc complete all as specified and directed by Engineer-in-Charge. Note:- (i) The cost of required earth work ie excavation, returning, filling relaying of sand and bricks and cost of drawing the required length from protection pipe, breaking of required brick work/concrete and redoing the required work to match the existing surface shall be deemed to be included in unit quoted rate and nothing shall be paid extra on this account (ii) additional cable/protection pipe required at site if any shall be measured and paid separately.
Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, cable, water supply pipe line etc. not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in soft/loose soil complete all as specified and as directed by Engineer-in- charge.
Excavating in trenches, not exceeding 1.5 mtr wide and exceeding 1.5 mtr and not exceeding 3.0 mtr in depth ; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, cable, water supply pipe line etc. not exceeding 10 sqm on plan and exceeding 1.5 mtr and not exceeding 3.0 mtr in depth in depth and getting out in soft/loose soil complete all as specified and as directed by Engineer-in- charge.
Taking out old under ground LT/ HT cable of any size from trenches / wall / roof / road / pipe / pole / DB including taking out bricks / cable cover complete all as specified and directed by Engineer-in-Charge. Note:- Excavation , earth work shall be measured and paid for separately under appropriate item
Supply and laying or fixing or laid in trenches/ ducts/ through pipes/ in floors / under roads/ hard standing /along poles and testing LT cable XLPE, PVC insulated screened, bedded, galvanised steel strip or wire un armourd cable (heavy duty) 1100 volt grade with aluminium conductor having cross sectional area 95 Sqmm 1.0 core conforming to IS-7098 (Part-I -1988) complete all as specified and as directed by Engineer-in-Charge. (Excavation and earth work, sand cushioning & GI pipe shall be measured and paid for separately)
Supply, laying, jointing and testing of HT XLPE Cable of cross sectional area 95 Sqmm 3 core, 11000 Volt grade, "Earthed System" heavy duty with XLPE insulated standard aluminium conductor served with an inner sheathing of PVC tape armourd with galvanized steel strip or wire and over all PVC sheathed conforming to IS-7098 (Part-2 -1985) with latest amendments laid in trenches/fixed to wall/pole/laid in floor including necessary connections and suitable size of thimbling complete all as specified and as directed by Engineer-in-charge.
Supply, laying, jointing and testing of HT XLPE Cable of cross sectional area 185 Sqmm 3 core, 11000 Volt grade, "Earthed System" heavy duty with XLPE insulated standard aluminium conductor served with an inner sheathing of PVC tape armourd with galvanized steel strip or wire and over all PVC sheathed conforming to IS-7098 (Part-2 -1985) with latest amendments laid in trenches/fixed to wall/pole/laid in floor including necessary connections and suitable size of thimbling complete all as specified and as directed by Engineer-in-charge.
Supply, laying, jointing and testing of HT XLPE Cable of cross sectional area 240 Sqmm 3 core, 11000 Volt grade, "Earthed System" heavy duty with XLPE insulated standard aluminium conductor served with an inner sheathing of PVC tape armourd with galvanized steel strip or wire and over all PVC sheathed conforming to IS-7098 (Part-2 -1985) with latest amendments laid in trenches/fixed to wall/pole/laid in floor including necessary connections and suitable size of thimbling complete all as specified and as directed by Engineer-in-charge.
Material and Labour sand cushioning, with dry and clean fine river sand for underground cable 8 cm before laying cable and 15 cm after laying and punned to 18 cm after laying of cable complete all as specified and as directed by Engineer-in-charge. (Note:- Punned thickness shall be considered for payment purpose)
Supply and laying un-reinforced precast concrete cable cover, class HV , type-I, flat size 300 mm x 180 mm x 40 mm for cable protection, laid flat and dry in trenches over the cable , perpendicular to the direction of cable complete all as specified and as directed by Engineer-in-charge.
Returning filling in, approved soft/loose soil, including spreading , levelling, watering and well ramming in layers, each layer not exceeding 25cm in soft/loose soil complete all as specified and as directed by Engineer-in- charge.
Removing excavated material(soil) not exceeding 50m and depositing where directed at a level not exceeding 1.5 mtr above the starting point in soft/loose soil. complete all as specified and directed by Engr- in- charge.
Cutting / trimming of tree branches upto 1.5 metre width of distance on both sides of HT/ LT over head lines including collection and removal from road complete all as specified and directed by Engineer-in-Charge.Note: Length of Each span shall be considered for measurment 40.00mtr. if the length of span less than 40.00mtr payment shall be made on the proportional rates as quoted by contractor for 40.00 mtr each span.
Supply & Fixing in replacement pin type porcelain vitreous white, brown or green insulator of size 150mm height, 150mm dia for 11000 volts grade including one galvanised mild steel spindle, one galvanised iron nuts and two washer complete all as specified and directed by Engineer-in- Charge.
Supply and fix in replacement cable jointing kit for 11 KV (Earthed) grade cable for outdoor termination heat shrinkable type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size 70mm to 95 sqmm complete all as specified and directed by Engineer-in-Charge.
Supply and fix in replacement cable jointing kit for 11 KV (Earthed) grade cable for outdoor termination heat shrinkable type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size 120mm to 240 sqmm complete all as specified and directed by Engineer-in-Charge.
Supply and fix in replacement cable jointing kit for 11 KV (Earthed) grade cable for straight through heat shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size 70mm to 95 sqmm complete all as specified and directed by Engineer-in-Charge.
Supply and fix in replacement cable jointing kit for 11 KV (Earthed) grade cable for straight through heat shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size 120mm to 185 sqmm complete all as specified and directed by Engineer-in-Charge.
Supply and fix in replacement cable jointing kit for 11 KV (Earthed) grade cable for straight through heat shrink type joint complete with jointing material and accessories suitable for 3 core XLPE armoured aluminium conductor cable of size 240mm to 400 sqmm complete all as specified and directed by Engineer-in-Charge.
Material and labour for making the hole under road and hard standing not less than 1.00 metre depth for laying and inserting pipe upto 100 mm dia in any length by mechanical drill system or Auger system and making the surface good as per existing surface complete all as specified and directed by Engineer-in-Charge. Note: GI tubing shall be measured and paid separately as supply and fix under appropriate item of Schedule'A' BoQ.
Supply and fixing GI tubing, light grade, 100mm bore complete with all fittings for cable protection laid in trenches / fixed to poles / along wall / under road / across the drain complete all as specified and directed by Engineer-in-Charge.
Supply and erecting in replacement of Prestressed concrete pole, 11.0 metres long of cross section 152mm x 152mm at top and 152mm x 260mm at bottom, class 9 complying with requirements of IS-1678-1998, zebra painting with two coats of synthetic enamel paint and making alternative black and white strips 30cm each up to 1.5 mtr height from top PCC foundation block, including marking Sr No of the poles all as specified. Note:- Necessary earthwork and cement concrete work shall be measured and paid seperately in respective items of respective schedules.
Material and labour for Cement Concrete 1:4:8 , Type D-2 , using 40mm Graded Stone Aggregate as in Foundation of Poles, etc., including necessary from work, complete all as directed.
Material and labour for PCC 1:2:4 , Type B-1, using 20 mm graded stone aggregates as in coping, of poles / struts etc including necessary from work complete all as specified and as directed by Engineer-in-charge.
Material and labour for Cleaning and preparation of old painted surface of steel tubular pole 11 mtr long , 4 pole structure complete and painting with one coat of aluminium paint with and including brackets, clamps, channel etc. (excluding planting depth) and including making alternative black and white strips on pole with synthetic enamel paint and writing pole Nos. and including applying one coat of cement base paint on exposed surface of PCC coping and foundation block complete all as specified and directed by Engineer-in-Charge.
Material and labour for Cleaning and preparation of old painted surface of steel tubular pole 11 mtr long , 2 pole structure complete and painting with one coat of aluminium paint with and including brackets, clamps, channel etc. (excluding planting depth) and including making alternative black and white strips on pole with synthetic enamel paint and writing pole Nos. and including applying one coat of cement base paint on exposed surface of PCC coping and foundation block complete all as specified and directed by Engineer-in-Charge.
Supply and Fixing in replacement HT Feeder Pillar Box of size 110cm x 100cm x 60cm , Outdoor type , Factory made, Machine pressed , Cubical type , dust and vermin proof, both side opening , made out with CRCA sheet 3.15 mm thick and CPRI approved, duly epoxy powder coated internally and externally (shade of colour as approved by GE) , front opening in two halves , with and including heat shrinkable sleeves, with and including rubber gasket / bedding, locking arrangement with sliding bolt , with and including aluminium bus bar of size 50mm x 10 mm and 80 cm long 3 strips mounted on HT insulators. Each strip should be mounted minimum two insulator and nut bolt, panel shall be mounted on angle iron frame of size 50mm x 50mm x 6 mm and legs of panel made from angle iron of size 50mm x 50mm x 6 mm 40 cm long duly spray painted with two coats of synthetic enamel paint over a coat of red oxide zinc chromate primer and embeded in PCC 1:2:4 , Type B-1 ,using 20mm graded stone aggregate with and including incoming/outgoing copper wiring system complete all as specified and as directed by Engineer-in- Charge. Note: The rate of rubber gasket / bedding, locking arrangement with sliding bolt , aluminium bus bar of size 50mm x 10 mm and 80 cm long 3 strips and insulators of required quantity and nuts and bolts,angle iron frame of size 50mm x 50mm x 6 mm for mount of panel and legs ,PCC 1:2:4 , Type B-1 ,using 20mm graded stone aggregate for embeding of legs , incoming/outgoing copper wiring system is included in this item and nothing shall be paid extra on this account.
Checking, testing and locating HT 11/22 KV cable fault by using high POT fault finding Machine vehicle mounting complete with route finder mobile equipment as finding out one fault on one cable route including cutting of road/ plinth/hard standing all as specified & directed by Engr-in-Charge . Note: (1) The rate of Cutting of road / plinth / hard standing is included in this item and nothing shall be paid extra on this account. (2) Excavation and cable joints shall be measured and paid separately under appropriate item of Schedule 'A' BoQ. (3) T& P requires for this item shall be arranged by the contractor and its own cost and rate of this aspect is incuded in this item and nothing shall be paid extra on this account. (4) Payment to contractor shall be allowed only after submission of Job Card by the contractor to Engineer-in-charge and same shall be signed by Engineer-in-charge and countersingend by GE along with furnishing the following details:- Location, Type of fault, Effected feeding areas, Duration of fault rectification, Stores consumed, Remarks. The complete record shall be kept in the safe custody of Engineer-in-charge.
Supply and fixing in replacement Switch air break gang operated, triple pole, mechanically operated, with and including mounted on insulator and steel frame with operating mechanism worked from ground level using GI pipe heavy duty 20mm bore ISI marked, for current rating 200 Amps, outdoor type (conforming to IS specifications) HT 11 KV, triple pole with fixed contacts of phosphorous and bronze and a set of drop out HT fuse assembly, fuse carrier fitting, 12 insulator type mounted on MS channel operating rod with 7 lever pad lock arrangement complete all as specified and as directed by Engineer-in- charge.
Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in soft / loose soil complete all as specified and as directed by Engineer-in-Charge.
Supply and laying 40mm graded stone aggregate shall be laid on ground of yard / two pole structure / four pole structure complete all as specified and as directed by Engineer-in-Charge.
Supply and laying 20mm graded stone aggregate shall be laid on ground of yard / two pole structure / four pole structure complete all as specified and as directed by Engineer-in-Charge.
Material and labour Cross arms, bracings, supports, clamps and back plates fabricated from structural steel sections including nuts, bolts, washers, welding, bending cold or hot, drilling holes for bolts, in any shape or size as directed , with and inclusive of one coat of red oxide zinc chromate primer , with and including two coats of synthetic enamel paint complete all as specified and as directed by Engineer-in-Charge. Note: (i) Weight of cross arms, bracings, supports, clamps and back plates fabricated from structural steel sections including nuts, bolts, washers shall be ascertained for payment purpose. Payment shall be made only the weight of cross arms, bracings, supports, clamps and back plates fabricated from structural steel sections including nuts, bolts & washers. (ii) The rate of material and labour of one coat of red oxide zinc chromate primer with and two coats of synthetic enamel paint is included in this item and nothing shall be paid extra on this account. (iii)During considering the weight of cross arms, bracings, supports, clamps and back plates fabricated from structural steel sections including nuts, bolts & washers the weight of one coat of red oxide zinc chromate primer and two coats of synthetic enamel paint shall not be considered for measurments and payments.
Material and labour for servicing and greasing of mechanical parts of existing 11 KV horizontal / vertical type GOD including replacement of parts i.e Male / female contact, jumper, operating mechanism, GOD rod, bearing etc. complete all as directed by Eng-in-Charge. Note :- The cost of spare parts i.e Male / female contact, jumper, operating mechanism, GOD rod, bearing etc. is included in this item and nothing shall be paid extra on this acccount.
Material and Labour in replacement Earthing complete with galvanized steel earth plate electrode 60 cm x 60cm x 6.00mm thick buried direcly in ground vertically to a depth not less than 2.25 meters below normal ground level with the top edge of earth plate not less than 1.5 meters below ground level connected to and including galvanized iron strip 25mm x 4 mm as earthing lead by means of bolts, nuts, check nuts and washers made out of galvanised iron or steel all as shown in electrical plate No.3 of SSR Part - I and earth lead protected by galvanized pipe light grade 40 mm bore (ISI marked) up to 7.5 mtrs from earth electrode , including, earthing plate shall be surrounded by alternative layers 15cm thick of charcoal and common all around bottom and top , necessary earth work and excavation in soft/loose soil , form work, GI medium grade 20mm bore watering pipe (ISI Marked) with funnel and wire mesh, 40mm thick chamber made with PCC 1:2:4 type B1 ,cover slab made with RCC 1:2:4 type B1 Design mix ,edges covered with and including 40mm x 40mm x 6 mm angle iron frame duly painted with two coats of synthetic enamel paint over a coat of red oxide zinc chromate primer with and including 8mm dia TMT bars at 75mm c/c both ways with MS Hook of 12mm dia MS bars, etc , all as specified and directed by Engineer-In-charge. Note:- (i) Earth continuity of galvanized iron strip 25mm x 4 mm including protection pipe up to 7.5 mtrs from earth electrode will be included in unit rate, complete all as specified and directed. (ii) The rate of earth work in soft/loose soil i.e. excavation, returing filling and removal, form work is included in this item and nothing shall be paid extra on this account. (iii) PCC chamber shall be constructed at least 1.5 metre away from the earth electrode and pipe for watering shall be provided in slanting manner. (iv) The earth testing arrangement should be done by the contractor as per direction of Engineer-in-charge.
Material and labour for in replacement Earthing complete with galvanised iron earth plate electrode of size 60cm x 60cm x 6mm buried directly in ground (earth pit not less than 2.25 mtr deep below ground level ) with top edge of the plate not less than 1.5 metre below normal ground level, connected to and including earth continuity GI wire 4 mm (upto test point from earth plate i.e. 7.5m min) by means of GI bolts/nuts/washersand including protected by 15mm dia GI light grade protection pipe from earth plate to test point, including making of test point. Earth plate shall be surrounded by packed layer of char coal/coke & salt all around bottom and top with alternative layer. 20mm GI medium grade pipe for watering (should be 10cm above GL) and including socket, plug, funnel, wire mesh, RCC cover and (including steel for cover) PCC (1:2:4) type B1 (using 20 mm graded stone aggregate) including necessary form work, excavation and earth work in any type of soil , returning filling and disposal of surplus soil to a distance not exceeding 50m, complete all as specified & shown in electrical plate No. 3 of SSR 2009 (Part-I) complete all as specified and and as directed by Engineer-in-charge. Note:- (i) Earth continuity of GI wire 4 mm including protection pipe up to 7.5 mtrs from earth electrode will be included in unit rate, complete all as specified and directed. (ii) The rate of earth work in soft/loose soil i.e. excavation, returing filling and removal, form work is included in this item and nothing shall be paid extra on this account. (iii) PCC chamber shall be constructed at least 1.5 metre away from the earth electrode and pipe for watering shall be provided in slanting manner. (iv) The earth testing arrangement should be done by the contractor as per direction of Engineer-in-charge.
Note:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender from total amount of Schedule 'A'/BOQ
Surindera Kumar Bansal (BID ID -3085595)
bharat contrectors (BID ID -3092812)
M/s Rohit Construction Co. (BID ID -3086816)
M/s Kataria Construction Company (BID ID -3082710)
MAHESH KUMAR SINGLA CONTRACTOR (BID ID -3086110)
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