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Construction of Type-3 and Type-4 Pooled House Residence Back Side of D.M. Residence at Vill.-Shadipur Bujurg in Distt.-Fatehpur
Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage
Construction of New Building(Science Block(G Plus 6), Arts Block (B Plus G Plus6), Miscellaneous work of J.L.N. College, Chakradharpur under Kolhan University, Chaibasa (Part-A)
Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI212-3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage.
REPAIRS/REPLACEMENT OLD UNSV RUSTED PIPELINE, PUMP/MOTOR, CLEANING OF OVER HEAD TANK AND CONNECTED WORKS AT ZONE II ALL KLP AREAS OF LIKABALI MIL STN UNDER GE 872 EWS
Supply only High strength calcium Hypo Chloride, 65-70% chlorine content, Calcium based granular disinfectant for water treatment chemical complete all as per the following specifications: (a) Available chlorine: Minimum 65% by mnass (b) Stability: Maximum 1/15 loss of chlorine on the basis of available chloride (c) Particle size (passing through 1.70mm IS Sieve): Minimum 99.5% by mass (d) Water insoluble matter: Maximum 6% (e) Calcium hydroxide: 4% maximum (f) Sodium chloride: 15% maximum (g) Description/Appearance: Dry free flowing and free from lumps (h) Toxic & undesirable substance: Should not induce substances beyond acceptable limit as given in IS-10500 (2012) in treatment and disinfected water (j) Packing: 20-25 Kg/ 40-45 Kg drums (Note: Make shall be as per approved makes of E-in-C. Testiting certifcate of chemical shall be submitted by the contractor before supply).
REPAIRS/REPLACEMENT OLD UNSV RUSTED PIPELINE, PUMP/MOTOR, CLEANING OF OVER HEAD TANK AND CONNECTED WORKS AT ZONE I, III OF LIKABALI MIL STN UNDER GE 872 EWS
Supply only High strength calcium Hypo Chloride, 65-70% chlorine content, Calcium based granular disinfectant for water treatment chemical complete all as per the following specifications: (a) Available chlorine: Minimum 65% by mnass (b) Stability: Maximum 1/15 loss of chlorine on the basis of available chloride (c) Particle size (passing through 1.70mm IS Sieve): Minimum 99.5% by mass (d) Water insoluble matter: Maximum 6% (e) Calcium hydroxide: 4% maximum (f) Sodium chloride: 15% maximum (g) Description/Appearance: Dry free flowing and free from lumps (h) Toxic & undesirable substance: Should not induce substances beyond acceptable limit as given in IS-10500 (2012) in treatment and disinfected water (j) Packing: 20-25 Kg/ 40-45 Kg drums (Note: Make shall be as per approved makes of E-in-C. Testiting certifcate of chemical shall be submitted by the contractor before supply).
SPECIAL REPAIR TO 12 QUARTERS OF JCOS/OR MD ACCN OF BLDG NO. P-138 (12) AND CERTAIN SINGLE JCOS ACCN IN GTC AT VARANASI CANTT UNDER GE (EAST) PRAYAGRAJ.
Taking down existing sunken portion treatment by demolition of old concrete and carry out the sunken treatment as in following steps given below and procedure as per Apendix 'A' of part: (a) S&F of drainage spout GI pipe 40mm dia bore light grade upto outside of outer wall (Approx 450mm to 600mm long) (b) M&L for PCC 1:1.5:3 type A-0 (using 12.5mm graded crushed stone agg), 50 mm thick laid in slope towards drainage out spout pipe mixed with waterproofing chemical as per manufacturer instructions of MAKE: FOSROC/SIKA/ Pidlite/STP. Khurra 150mmx150mm (min) at appropriate location for free flow (of leaked water if any) towards drainage spouts shall be provided integrally while laying PCC. Fixing of spout shall be done with same PCC as in this item. (c) M&L for 18mm thick cement plaster in CM 1:3 on vertical faces mixed with water proofing chemical of MAKE:301 Pidicrete URP of Dr. Fixit or other techno commercially Equivalent make of SIKA/ Pidlite/FOSROC/STP (d) Water proofing treatment stages as measured of 71(b) & (c) be executed while concrete is green above and proper curing and ponding test shall be done before laying drainage/water supply pipes upto the entire satisfaction of Engineer in charge. (e) Applying two coats of SIKA TOP seal 107 of SIKA or other techno commercially Equivalent make of FOSROC/ Pidlite/Dr Fixit/STP on vertical as well as horizontal surface. (f) Drainage and water supply pipe if required & test for leakage/sanitary pipes and shall be laid to slope and a clear gap underneath the pipes shall be made available by suitable cement concrete blocks.
Installation of Additional 5 MVA Old and Used Transformer at 33 11 KV Substation Mampur Bana from 1 No 10 MVA and 1 No 5 MVA to 1 No 10 MVA and 2 No 5 MVA as per Stock Issue Rate 2025 26 Under Business Plan 2026 27
Fabrication & erection of 33 KV cable exposure type double pole with the provision of separate bus bar for each cable with fixing of necessary clamps and other acessories like danger board,number plate,barbed wire, 6 no. pin insulators with pins,2 no. channels 100x50 mm (1600mm each),1 no.MS channel 100x50 mm(3200mm in length) and 2 no.MS angle 65x65x6 mm (each 3200mm in length ) for supporting the hoisting of cable etc.Its jumpering by single core PVC aluminium cable with proper size of lug as per RESSPO norms.(All material to be arranged by contractor except STP, MS Channel, MS Angle, 33 KV Pin Insulator, 33 KV Pin with nut &PVC cable).