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Upkeeping of entire Right of Way (ROW) excluding main carriageway of various Street Scaped Road comes under South Zone, PWD, New Delhi. (SH Civil and Electrical Work).
Providing and laying at or near ground level factory made Vibro compacted cement concrete kerb stone of M-35 grade concrete made up in fully automated plant with steel moulds resulted in precise dimensions with compaction @ 3200 psi including minimal water ratio content (3:1) with water less curing by Ratho curing system in position to the required line, level and curvature , jointed with mortar 1:3 including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
Excavation and Cement Concrete lining of Baitarani Right Bank Canal ( BRBC) from RD 3.40Km to RD 6.81 Km (Balance Work) including construction of Structures and service road.
Providing PVC water stop for drainage gallery as per approved design including fixing in proper allignment and joining with araldite etc. with cost of all materials, labour,cess, transportation and taxes etc. complete including cost of P.V.C water stop etc. as per specification, approved drawings and as directed by the Engineer-in-charge
CONSTRUCTION OF FIRE STATION BUILDING OF 2 UNIT FIRE STATION AT MOTIPUR IN THE DISTRICT OF MUZAFFARPUR - WITH ELECTRIFICATION
Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multichambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc.
Restoration of washed - out portion of Subhasini Embankment from ch.1200m to ch.2300m with strengthening of Existing embankment from ch.0.00m to ch.1200m and ch.2300m to ch.2700m along the left bank of river Torsa in Block and P.S Kalchini, Dist
Turfing with chorkata or durba grass sods 5 cm. to 8 cm. thick in slope, crest berm etc. of embankments, canals and drainage channels etc. within a lead of 150 metre and all lifts including fine dressing, watering, ramming, guarding etc. complete. (sods will have to be arranged by the contractor at his own cost. Payment to be made on the grown grass only).
SPL REPAIR TO BLDG NO P-48 (04 QTR) JCOs MD ACCN OF 8 RAJ RIF AND SPL REPAIR TO BOUNDARY WALL OF 4 ASSAM PARALLEL TO AHILYABAI MARG UNDER 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.
Construction Work of R.C.C. Nala frome Vicky Fectory to Harijan basti in Ward No.59.File No.232/26X3/6.
Precast Kerb. 8.2 Providing and laying at or near ground level Pre-cast kerb stone of M-25 grade in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) thicknessof joints exceptatsharp curve shall not tomore than5mm) including making drainage opening wherever required complete as per direction of Engineer-in-charge.