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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.5 LAccepted-Finance | L1 | Accepted-Finance AS PER NIT | |
| 2 | L2₹16.6 L+₹8,115 (0.49%)Accepted-Finance | L2 | Accepted-Finance AS PER NIT | |
| 3 | L3₹17.5 L+₹1.0 L (6.21%)Accepted-Finance NO 33 NEHRU NAGAR FIRST FLOOR 3RD CROSS THENGAITHITTU ROAD PUDUCHERRY 600108 | 600108 | L3 | Accepted-Finance AS PER NIT |
Tender Value
₹17.5 L
EMD Value
₹35,053
Closing Date
8 Jul 2025, 3:00 pmClosed
THE DIRECTOR CSIR-CECRI
CSIR-CECRI, KARAIKUDI
Dismantling, Shifting and installing existing DG sets of capacity 250 KVA to the Scholars hostel, feeder pillar to the dispensary road in CECRI, Karaikudi campus and 30 KVA DG set to the Mandapam Unit from CECRI Karaikudi campus
2025_CSIR_239236_1
CSIR CECRI NIT No 07/2025
Open Tender
Electrical Works
Item Rate
90 days
KARAIKUDI
PLEASE REFER NIT
9 documents required · 9 mandatory
₹0
₹35,053
11 Jul 2025
30 Jun 2025
10 Jul 2025
30 Jun 2025
8 Jul 2025
30 Jun 2025
Amount
Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
Providing and fixing 25 mm X 5 mm copper strip in 40 mm dia G.I. pipe from earth electrode including connection with brass nut, bolt, spring, washer excavation and re-filling etc. as required.
Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required.
Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required.
Providing and fixing 25 mm X 5 mm GI. strip on surface or in recess for connections etc. as required.
Providing and fixing 6 SWG dia GI. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ subnnain wiring/ cable as required.
Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.
Above 35 sq. mm and upto 95 sq. mm
Above 95 sq. mm and upto 185 sq. mm
Above 185 sq. mm and upto 400 sq. mm
Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing masonry open duct as required.
Above 185 sq. mm and upto 400 sq. mm
Supplying and fixing cable route marker with 10 cm X 10 cm X 5 mm thick G.I. plate with inscription there on, bolted /welded to 35 mm X 35 mm X 6 mm angle iron, 60 cm long and fixing the same in ground as required.
Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.
3% X 50 sq. mm (35mm)
312 X 95 sq. mm (45mm)
3% X 150 sq. mm (50mm)
3% X 240 sq. mm (62mm)
Excavation for cable trenches in soft soil, depth upto 1.2 m including dressing of sides lift upto 1.5 m, including getting out the excavated soil, refilling with sand and or good soil after laying of cable/ pipe etc in layers of 20 cm, ramming, watering and disposal of surplus excavated soil as directed, within a lead of 50 metres.
Excavation of the cable trenches in hard rock not exceeding 1.5 metres in width, and lift upto 1.5 metres, including getting out the excavated soil and disposal of excavated soil as directed within a lead of 50 metres.
Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required.
63 mm dia (00-63 mm & ID-51 mm nominal)
120 mm dia (00-120 mm & ID-103 mm nominal)
160 mm dia (0D-160 mm & ID-135 mm nominal)
200 mm dia (00-200 mm & ID-175 mm nominal)
Supply, laying and fixing of LT UG armoured control cable ,XLPE insulated, PVC sheathed,650/1100V grade, 6 core 2.5 Sq.mm solid copper conductor as per IS7098(Part I)1988 amended upto date with glanding and heat shrinkable sleeves for the indivijual cores for addtional protection in the existing trench/duct/conduit pipe etc... as required as per site condition.
Dismantling the following DG sets & Feeder Pillar at CSIR-CECRI from the base including removing the power,control cables, fuel lines, earthing strips and hospital silsencers from the DG set, AMF panels & Feeder Pillar etc.. such as to make it ready for shifting through suitable means including hiring crane for loading, unloading the DG sets, cable drums and other accessories as required for the work etc ..with required angles to ensure prevention of damage to the accoustic enclosure and suitable vehicle for transporting the same in a safe and secure manner as required, complete in all aspects as per site condition. (a). 250 kVA DG set from CSIR-CECRI karaikudi institute to Sir. C. V.Raman Scholars Hostel in the institute premises. (b) 30 kVA DG set from the Guest House of CSIR-CECRI Karaikudi campus to CSIR-CECRI, Corrossion Testing Centre, Mandapam Campus, Mandapam Camp,Mandapam Ramnad District. (C) Feeder Pillar from Corrossion division of CSIR-CECRI to road adjacent to dispensary in institute premises. Size of feeder pillar - 1.07 x 0.8 x 2.2 Mtr Apprx. D) Loading and unloading cable drum of 240 Sq.mm and 150 sq.mm cable shifting inside the campus for connection of DG set Distribution panel and feeder pillar panel
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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil.
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
Providing and laying in position excluding cement concrete of level: specified grade the cost of centering and shuttering - All work up to plinth
1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
Cement mortar 1:6(1 cement :6 coarse sand)
Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in :
Cement mortar 1:4(1 cement : 4 coarse sand)
Half brick masonry with non modular fly ash bricks of class designation 10, conforming to IS :12894, in super structure above plinth upto floor V level.
Cement mortar 1 : 4 (1 cement : 4 coarse sand)
12 mm cement plaster of mix:
1:6 (1 cement: 6 coarse sand)
Finishing walls with Acrylic Smooth exterior paint of required shade:
New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
150 mm dia. R.C.C. pipe
POWERPOINT (BID ID -870179)
Thirumalai Enterprises (BID ID -870087)
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