CLEANING OF SEWAGE LINE SEPTIC TANKS AND MANHOLE IN REPAIR TO BOUNDARY WALL DRAIN IN MD ACCN AT HQ NC CAMP HRDC A MESS AND TA COY NCIB UNDER AGE BR II GE SOUTH UDHAMPUR

Amount

Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundation or manholes etc. and area not exceeding 10 Sqm on plan and getting out in any type soil complete all as specified and directed.

All as per ser item No 1 but exceeding 1.5 mtr and not exceeding 3 mtr deep complete all as specified and 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 type D-2 (1:4:8) for 100 mm dia pipe complete all as specified and directed.

All as per ser item No 3 but 150 mm dia drain pipe complete all as specified and directed.

All as per ser item No 3 but 200 mm dia drain pipe complete all as specified and 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 directed.

All as per ser item No 6 but 150 mm dia complete all as specified and directed.

All as per ser item No 6 but 200 mm dia complete all as specified and directed.

Returning, filling in with approved soil obtained from excavation including spreading levelling, watering and well ramming in layers not exceeding 25 cm thick complete all as specified and directed.

Removing excavated soil to a distance exceeding 50 m and not exceeding 1.50 km out side defence land complete all as specified and 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 directed.

All as per ser item No 11 but 150 mm dia complete all as specified and directed.

All as per ser item No 11 but 200 mm dia complete all as specified and directed.

Cleaning of gully traps of any size and removing waste material etc to a distance not exceeding 50 m and burrying in pits and re-filling the same complete all as specified and directed. Note:- The cost for excavation and earth work for pits is deemed to be included in the unit rate.

Cleaning of drain pipes of 100 mm dia/bore by rodding from manhole to manhole or manhole to septic tank or vice versa and well flushing with water after cleaning and removing waste material etc to a distance not exceeding 50 m and burrying in pits and re-filling the same complete all as specified and directed. Note:- The cost for excavation and earth work for pits and taking off manhole cover and placing the same in position after cleaning is deemed to be included in the unit rate.

Description all as per ser item No 15 above but 150 mm bore pipes complete all as specified and directed.

Description all as per ser item No 15 above but 200 mm bore pipes complete all as specified and directed.

Cleaning cast iron pipes 100/75 mm bore by rodding with jute bags and well flushing after cleaning complete all as specified and directed.

Cleaning of floor traps and removing waste material etc. to a distance not exceeding 50 m and burring in pits and re-filling the same complete all as specified and directed by the Engr-in-Charge. Note:- The cost for excavation and earth work for pits is deemed to be included in the unit rate.

Clearing of block water closet any type at any locations complete all as specified and directed.

Cleaning of man holes not exceeding 1.5 m deep and removing sludge/waste material etc to a distance not exceeding 50 m and burrying in pits and re-filling the same complete all as specified and directed. Note:- The cost for excavation and earth work for pits is deemed to be included in the unit rate.

Desluding/Dewatering of septic tank/ soakage wells including intel/outlet chambers removing out all scum, siltresiduals 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 load meant for the purpose by local municipality complete all as specified and directed.

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

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

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

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

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

PVC (SWR) vent cowl 110 mm dia complete all as specified and directed.

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

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

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

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

CI bends diminishing pieces or tapers bore of pipe 100 mm complete all as specified and directed.

CI bends diminishing pieces or tapers bore of pipe 75 mm complete all as specified and directed.

CI bends diminishing pieces or tapers bore of pipe 100 mm with oval access door complete all as specified and directed.

CI bends diminishing pieces or tapers bore of pipe 75 mm with oval access door complete all as specified and directed.

CI branch pieces, single (equal or unequal) ordinary or inverted (size or socket type) or with parallel branches with oval access door bore of pipe 100 mm complete all as specified and directed.

Cleaning of shurbs/bushes arround the septic tank, filter bed, manholes and along the sewage line etc. complete all as specified and directed.

Cleaning of drainage line removed mud, bush and spreading exc 100 Mtr at starting point and along the Dranage line etc complete all as specified and directed.

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

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

All as per ser item No 43 but except brick only complete all as specified and directed.

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

All as per ser item No 45 but except brick only in cement mortar 1:4 complete all as specified and directed.

Brick work with sub class 'B' brick, straight or curved on plan exceeding 6 m Mean radius built in half brick thick wall built in CM 1:4 complete all as specified and directed.

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

Taking down cement plaster on brick or stone masonry wall etc. including 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 debrie complete all as specified and directed.

Rendering 15 mm thick on fair faces of brick works in CM (1:6) finished even and smooth without using extra cement complete all as specified and 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 etc complete all as specified and directed.

Rendering 5 mm thick in CM 1:3 on exposed surface of concrete finsihed even and smooth without using extra cement complete all as specified and directed.

Preparing any type of surface and applying two coats of weather proof exterior emulsion paint (APEX or equivalent) over a coat of primer etc. complete all as specified and directed.

Flush pointing to squared rubble masonry coursed or uncoursed in CM (1:3) complete all as specified and directed.

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

Extra over stone walling for hammer dressing 20 mm to face to sand stones and dressing to face stone and dressing of face beds and jointes, as specified, of randon rubble walling, uncoursed or brought upto courses complete all as specified and directed.

Preparation of new plaster surfaces applying three coats of white wash on walls complete all as specified and directed.

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

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

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

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

Form work to soffits of suspended slabs and similar work not exceeding 200 mm thick complete all as specified and directed.

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

All as per ser item No 63 but 6 to 8 mm dia complete all as specified and directed.

Demolition of cement concrete (un-reinforced) in ground floors and pavings not exceeding 15 cm thick (below or above ground level) complete all as specified and directed.

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

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

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

Reinforced cement concrete (nominal mix) type B-1 1:2:4 (20 mm graded aggregate) using in beams, cantilevers, bressummers, lintels over 1.5 mtr span and similar work etc. complete all as specified and directed.

Form work to sides of lintels, beam haunching ,girders lintal cantiliver including supports overhung etc complete all as specified and directed.

Precast cement concrete 1:3:6 type C-1 (20 mm graded stone aggregate) as in bond stone set in cement mortar complete all as specified and directed.

PVC (SWR) pipes (110 mm Dia) single socketed in any length with rubber joints laid in trenches, floor and similar work complete all as specified and directed.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms moulds, mitred/stopped ends etc. complete all as specified and directed.

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

Plain cement concrete 1:2:4 type B-1 (using 20 mm graded stone aggregate) 100 mm thick as in floor complete all as specified and directed.

Chequered cement concrete (glossy finish) tile 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 20 mm thick screed bed cement mortar 1:6 complete all as specified and directed.

Chequered cement concrete (glossy finish) tile 300 mm x 300 mm x 35-40 mm thick set jointed and pointed in neat cement slurry in floor with grey cement and pigment and including 20 mm thick screed bed cement mortar 1:6 complete all as specified and directed.

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

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

Heavy duty coloured (Dura stone) 300 x 300 x 10 mm 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 directed.

Sand cushion 20 to 30 mm thick for fixing of inter locking tiles complete all as specified and directed.

Machine pressed precast concrete interlocking paver block (glossy finish)of approved shape and size confirming to IS 15658-2006 of 60 mm thickness with grey cement and no pigment, M-35 Grade of approved colour and design complete all as specified and directed.

Machine pressed precast concrete interlocking paver block (glossy finish)of approved shape and size confirming to IS 15658-2006 of 80 mm thickness with grey cement and no pigment, M-40 Grade of approved colour and design complete all as specified and directed.

Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed.

M&L for framed work such grill griting 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 eith and including either hooks and hinges or steel hanging door fittings including ornament and intricate design, including pintle hings, stops hand made sliding bolts etc conforming to Fe 290 Gde-E-165 complete all as specified and directed.

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

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

50 mm dia Galvanised tubes heavy grade, fixed for cattle trap including dismantling complete all as specified and 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 complete all as specified and directed.

Precast cement concrete louvres and jallies 45-50 mm thick set in cement mortar 1:6 type B-0 (1:2:4) (using 12.5 mm graded aggregate) etc sample as approved by GE including taking out old precast jali complete all as specified and directed.

Precast cement concrete jallies size 300 mm x 300 mm x 25-30 mm thick set in cement mortar 1:4 type B-0 (1:2:4) (using 12.5 mm graded aggregate) etc fixed between precast pillars size 75 mm x 75 mm x 300 mm height, sample as approved by GE including taking out old precast jali complete all as specified and directed.

Precast cement concrete jallies size 300 mm x 450 mm x 25-30 mm thick set in cement mortar 1:4 type B-0 (1:2:4) (using 12.5 mm graded aggregate) etc fixed between precast pillars size 75 mm x 75 mm x 450 mm height, sample as approved by GE including taking out old precast jali complete all as specified and directed.

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

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

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

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

Machine pressed (factory made) precast plain cement concrete 1:2:4 type B-1 (20mm graded crushed stone aggregate), 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/debris to a distance n.exc. 50m from the starting point, complete all as specified and 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 directed.

M&L for 75 mm thick PCC type C-1 1:3:6 using 20 mm graded crushed stone aggregate as in plinth protection laid in alternate pannels finished even and smooth without using extra cement complete all as specified and directed.

All as per Srl item No. 48 above but except stones built in CM 1:4 complete all as specified and 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.

RAJ MOHD

sohtra and co

paras ram pachiala