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Construction of New Building for General Nursing Hostel at General Hospital Santrampur Ta. Santrampur, Dist. Mahisagar
Sewage Treatment Plant (STP) of 200 cu mt per day,
Provision of CCTV surveillance system at Relay Huts, Relay Room & SM Room for EI and IBS station over Lucknow Division, Northern Railway
"Supply of STP CAT-6 Cable (Shielded Twisted Pair) STP compliant with latestEIA/TIA- 568-B2-1. INSPECTION: RITES"
Construction of workshop at DTC Subhash Place Bus Depot.
Providing and applying integral crystalline slurry of hudrophilic 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 ration 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- 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 caryy guaranteed for 10 years against any leakage.
REPAIRS TO JOINERY, SUNKEN PORTION, ROOF TREATMENT, ROOF SHEET, ROLLING SHUTTER AND GATES AND CERTAIN CIVIL WORKS TO VARIOUS BUILDINGS AT NAD TROMBAY UNDER GE (NW) MANKHURD.
M&L for special treatment of sunken portion of WCs and Bath room as per following stages: Stage 1 :- Demolition of WC including lime concrete and cement concrete coba etc and preparing the surfaces of existing sunken portion of WCs or bath etc with wire brush to remove all loose dirt, oil grease etc . Stage 2:- Providing 10mm thick plaster in CM 1:4 with chemical of Dr. Fixit Pidicrete URP or plaster seal of STP Ltd Stage 3:- Applying Dr Fixit Primseal primer or STP Ltd(and allow to dry for 8 hours) under touch dry condition Stage 4:- Applying two coats of water proofing decorative elastomeric coating system of Dr Fixit Raincoats with DFT 100 Micron or shalicry 215 of STP(The surface after painting one coats shall be allowed to dry of 6 hours before next coats) all as per manufacturer instruction Stage 5:-Again rendering 10mm thick in CM 1:4 mixed with Dr Fixit Pidicrete URP or plaster seal of STP Ltd. Stage 6. All CI joints shall filled with mixture of cement fine sand and plaster seal of STP Ltd or Dr Fixit pidicrete URP. Stage 7:- Making holes in wall and fixing 600mm long 20mm dia GI spout for draining the surplus water if any.
REPAIR TO ROOF TREATMENT RETROFITTING AND ASSOCIATED WORK IN ZONE-I AREA UNDER AGE B/R-II OF GE (I) KANPUR
Taking down existing sunken portion treatment by demolition of old concrete and tiles and carry out the sunken treatment as in following steps given below and as directed by the Engineer-in-charge :- (a) S&F drainage spout pipe GI 40 mm dia bore light grade upto outside of outer wall (Approx 450 mm to 600 mm long) and WHB pipe 40 mm dia from bottom of WHB to Floor trap as required at site. (b) M&L PCC 1:1.5:3 type B-0 (using 12.5mm graded 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/Pidilite/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&L18 mm thick cement platster 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/ Pidilite/FOSROC/STP (d) Item no 94 (c) shall be executed while concrete is green as per item no 94(b) 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 /Pidilite/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 providing suitable cement concrete blocks.
REPAIR TO ROOF TREATMENT, RETROFITTING AND ASSOCIATED WORK IN ZONE-II AREA UNDER AGE B/R-II OF GE (I) KANPUR
Taking down existing sunken portion treatment by demolition of old concrete and tiles and carry out the sunken treatment as in following steps given below and as directed by the Engineer-in-charge :- (a) S&F drainage spout pipe GI 40 mm dia bore light grade upto outside of outer wall (Approx 450 mm to 600 mm long) and WHB pipe 40 mm dia from bottom of WHB to Floor trap as required at site. (b) M&L PCC 1:1.5:3 type B-0 (using 12.5mm graded 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/Pidilite/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&L18 mm thick cement platster 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/ Pidilite/FOSROC/STP (d) Item no 94 (c) shall be executed while concrete is green as per item no 94(b) 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 /Pidilite/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 providing suitable cement concrete blocks. (g) M&L PCC 1:5:10 type E-2 using 10-40 mm down graded stone aggregate as reqd depth at site over and including 150mm thick 20mm single sized stone aggregate to provide a filter media. (h) M&L PCC 25 mm thick 1:2:4 type B0 using 12.5 mm grade stone aggregate as level course. (j) M&L for 7 to 8 mm thick non skid ceramic coloured tiles (square/ rectangular) area of each tile exceeding 0.11 Sqm but not exceeding 0.18 Sqm as in floors etc; laid jointing in neat cement slurry and pointed filled with epoxy chemical make: SIKA/FOSROC/PIDILITE/ Dr Fixit/STP.mixed with pigment to match with shade of tiles over and including 15 mm thick screed bed in CM (1:6).