GE S U 14 2022 23 REPAIR TO BOUNDARY WALL DRAIN PATH AND CLEANING OF SEWAGE LINE AND OTHER MISC WORK UNDER AOR OF AGE BR II GE SOUTH UDHAMPUR

Amount

Excavation in trenches n.exc. 1.5 m wide and n.exc. 1.5 m in depth for foundation or manholes etc, and area n.exc 10 Sqm on plan and getting out in any type soil complete all as specified and as directed.

Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested in cement concrete (1:4:8) type D-2 for 100 mm dia pipe complete all as specified and as directed.

All as per srl item No 2 above but 150mm dia drain pipe complete all as specified and as directed.

All as per srl item No 2 above but 200 mm dia drain pipe complete all as specified and as directed.

SGSW drain pipe grade 'A' of 100 mm internal dia laid in trenches and jointed in cement mortar (1:1) complete all as specified and as directed.

All as per srl item No 05 above but 150mm dia complete all as specified and as directed.

All as per srl item No 05 above but 200mm dia complete all as specified and as directed.

Returning, filling in with approved soil obtained from excavation including spreading levelling, watering and well ramming in layers n.exc. 25cm thick complete all as specified and as directed.

Removing excavated soil to a distance exc 50m and n.exc1.50 Km out side defence land complete all as specified and as directed.

Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished, and reforming benching as required for 100 mm dia SWG pipe complete all as specified and as directed.

All as per srl item No 10 above before but 150mm dia complete all as specified and as directed.

Cleaning of gully traps/drain pipes/floor traps/water closets/manholes/ of any size and any description and removing waste material etc to a distance not exceeding 50m and burrying in pits and re-filling the same complete all as specified and as directed. Note:- The cost for excavation and earth work for pits is deemed to be included in the unit rate. (b) Contractors representative/ Engineer will report to Engr-in-Charge/ concern JE daily in morning to collect complaint for routine/urgent works related to day to day maintenance till completion of contract. (c) All routine/urgent jobs received on docket slip shall be attended within 24 hrs. If the nature of job is such that which cannot be completed within 24 hrs, it shall be immediately brought in to the notice of Engr-in-Chrage, (d) The period for working to the such complaints shall be decided by Engr-in-Charge. If delay is more than 24 Hrs & Engr-in-Charge is not satisfied with reason for delay in working then the penalty of Rs. 300/complaint/day shall be recovered from contractor. (e) In case of any dispute arising from above the decision of Accepting Officer shall be final and binding.

Desluding/Dewatering of septic tank/soakage wells including intel/outlet chambers removing out all scum, silt, residuals sludge (both) organic/inorganic nature) after plugging the incomming sewage lines through combined high presure water jetting cum suction (vaccum) type machine mounted on LCV/HCV facility of high presure vaccum and removing the same in the tank to a place outside MoD land meant for the purpose by local municipality complete all as specified and as directed.

Demolition and beaking up drain CI pipe/AC pipes/ PVC Pipe of 100mm internal dia set in cement mortar complete all as specified and as directed.

PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls bore of the pipe 110 mm complete all as specified and as directed.

PVC (SWR) pipes single socketed, in any length with rubber ring joints, fixed to walls bore of the pipe 75 mm complete all as specified and as directed.

PVC(SWR) bends 110 mm dia with access door complete all as specified and as directed.

PVC(SWR) junction double,(Single T), equal or unequal 110 mm dia complete all as specified and as directed.

CI floor trap with grating including jointing to waste pipe with dia of outlet 75mm in repair complete all as specified and as directed.

PVC (SWR) gully trap of 125/110 mm dia set and jointing with solvent cement complete all as specified and as directed.

Sand cast cast iron soil, waste and vent pipes in any length with or without ears, with cement joints fixed to walls for bore of pipe 100mm dia complete all as specified and as directed.

Sand cast cast iron soil, waste and vent pipes in any length with or without ears, with cement joints fixed to walls for bore of pipe 75mm dia complete all as specified and as directed.

Demolition of Brick or stone masonry built in cement mortar complete all as specified and as directed.

Brick work with sub class 'B' brick, straight or curved on plan exc 6 m Mean radius built in CM 1:6 complete all as specified and as directed.

All as per srl item No 24 above but except brick only. complete all as specified and as directed.

Brick work with sub class 'B' bricks straight or curved on plan exc 6 m mean radius built in CM (1:4) as in manholes, septic tank, filter bed, walls, drains etc complete all as specified and as directed.

Walling of random rubble masonary, Square, rectangular coursed, well bonded, bedded and solidly hearted, built in CM (1:6) complete all as specified and as directed.

Taking down cement plaster on brick or stone masonry wall etc includig racking out joints haking for key, scrubbing down with water etc as in external surfaces of man holes, septic tank, filter bed etc including removing of debrics complete all as specified and as directed.

Rendering 15 mm thick on brick or concrete surfaces of walls in CM (1:4) including finishing the surfaces even and smooth without using extra cement as in manholes, septic tank, filter bed out-let drain, boundary wall, drains etc complete all as specified and as directed.

Raised pointing to random or polygonal rubble masonary coursed or un coursed in CM (1:3) complete all as specified and as directed.

Preparation of new plastered surfaces of wall and applying two coats of cement base paint over a coat of primer complete all as specified and as directed.

Demolition of cement concrete reinforced (reinforcement cut as required to facilitate demolition) complete all as specified and as directed.

Precast reinforced cement concrete (1:2:4) type B-1 (using 20mm graded crushed stone aggregates) for manhole cover septic tank covers slabs etc including necessary form work and set in CM (1:4) complete all as specified and as directed. (Note:- reinforcement will be measured and paid seperately.)

Reinforced cement concrete 1:1.5:3 type B-1, (using 20mm graded crushed stone graded aggregates) work as in slabs supported on walls , beams etc including formwork complete all as specified and as directed.

TMT bars 10 mm dia and over and cut to length bent to shape required including cranking, bending, hooking ends and binding with MS wire not less than 0.9mm dia or securing with clips quality conforming complete all as specified and as directed.

Demolition, Cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for complete all as specified.

Cement concrete (1:4:8) type D-2 (using 40mm graded crushed stone aggregate) as in foundation filling and mass concerete complete all as specified and as directed.

Plain cement concrete (1:2:4) type B-1 (using 20mm graded crushed stone aggregate) as in surface chanels and drains, manhole complete all as specified and as directed.

Plain cement concrete (1:2:4) type B-1 (using 20mm graded crushed stone aggregates) as in benching, Haunching, coping, edging of path and similar work including necessary form work complete all as specified and as directed.

75 mm thick plain cement concrete (1:4:8) type D-2 (using 40 mm graded crushed stone aggregates) as in sub base complete all as specified and as directed.

Chequered cement concrete (glossy finish) tiles 25cmx25cmx25mm thick or 300 mm x 300 mm x 25 mm thick set jointed and pointed in neat cement slurry in floor with grey cement and pigment and including 15mm thick screed bed in cement mortar 1:6 complete all as specified and as directed.

15 mm thick screed bed in cement mortar 1:6 for laying floor finishes under floor complete all as specified and as directed.

25 mm thick PCC 1:2:4 type B-1 (using 20mm graded crushed stone aggregates) as in level course on floor etc complete all as specified and as directed.

Heavy duty coloured (Dura stone) 300mm x 300mm x 10mm thick tiles as in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified and as directed.

Glazed ceramic wall cladding coloured tiles 300mm x 450mm x 7mm thick (design and size as approved by GE) as in vertical surfaces of walls, set and jointed in neat cement slurry and pointed in white or coloured cement to match over 10mm cement rendering in cement mortar 1:4 complete all as specified and as directed.

Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and as directed.

Providing and laying 80mm thick factory made chamfered edge cement concrete paver block of M-30 grade with approved colour, design & pattern as in footpath, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of coarse sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete all as specified and as directed.

Framed work such grills gratings as doors, gates of angle or other section with gusset plates, rails, braces, etc complete drilled for fixing of steel sheeting or other covering doors, etc to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings including ornament and intricate design, including pintle hinges, stops hand made sliding bolts etc conforming to Fe 290 Gde-E-165 as fixed in repair complete all as specified and as directed.

Dismantling of AC sheets (corrugated and semicorrugated etc ) /translucent fibre sheets in roofing including ridge tiles complete all as specified and as directed.

2 mm thick fibre glass reinforced translucent corrugated sheeting with two corrugations side lap fixed with coach screw and washer in roof, wall etc.complete all as specified and as directed.

Pre-painted galvalume aluminum zinc coating GI Based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall fixed with self tapping screws complete all as specified and as directed.

Preparation of new steel surfaces of any descripton not otherwise described over 10 cm width or girth and applying two coats of synthetic enamal paint over a coat of red oxide on steel surfaces complete all as specified and as directed.

Mild steel joist channel, angle or tee section fixed indepandently for frame work and similar work conforming to Grade Fe-290 Grade E-165 as fixed in repair complete all as specified and as directed.

Precast cement concrete louvres and jallies 35-40mm thick set in cement mortar 1:4 (1:2:4) type B-0 (using 12.5mm graded crushed stone aggregates etc) sample as approved by GE including taking out old precast jali complete all as specified and as directed.

Dismantling floor hearth or wall tiling including cement mortar bedding but not backing complete all as specified and as directed.

Rendering 10mm thick on fair faces of brick work or concrete surface in CM 1:4 on vertical surfaces/backing coat complete all as specified and as directed.

20 mm thick granite (of any type) machine cut as in dado etc laid over cement backing coat and jointed with grey cement slurry and pointed with white cement with admixture of pigment to match the shade of granite stone including grindings and polishing and taking down of old stone any type and any description complete all as specified and as directed.

Reinforced cocrete pipe 300 mm dia,class NP-2 laid in/to floor and wall jointed complete with collars complete all as specified and as directed.

Concrete bed to drain pipes 300 mm dia 1:3:6 type C-2 including paking under and haunching against the sides of pipes after they are laid and tested complete all as specified and as directed.

Machine pressed (factory made) precast plain cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregates), kerb stone & the like of size 300mm x 300mm x 100mm thick or of size as approved by GE, with plain fair faces including chamfers, weathering etc, embedding in position/laid in trenches on edges of roads, including excavation in any type of soil, setting in cement mortar (1:4) returning filling and removal of surplus soil/debrics to a distance n.exc. 50m from the starting point, complete all as specified and as directed.

Removing debries to a distance exc 50 m and nexc 1.5 Km and depositing at alevel n exc 1.5m above the starting point out of defence land complete all as specified and as directed.

Note : (a) Contractors representative/ Engineer will report to Engr-in-Charge/concern JE daily in morning to collect complain for routine/urgent works related to day to day maintenance till completion of contract. (b) All routine/urgent jobs received on docket slip shall be attended within 24 hrs. If the nature of job is such that which cannot be completed within 24 hrs, it shall be immediately brought in to the notice of Engr-in-Chrage, (c) The period for working to the such complains shall be decided by GE/Engr-in-Charge. If delay is more than 24 Hrs & GE/Engr-in-Charge is not satisfied with reason for delay in working then the penalty of Rs 300/complain/day shall be recovered from contractor. (d) In case of any dispute arising from above the decision of Accepting Officer shall be final and binding.

SINGH CONST CO

sohtra and co

vmd traders

M/S ASHOK KUMAR PACHIALA

RAMAN CONSTRUCTION CO

joginder singh and sons