GE/S(U)-25/2020-21 CLEANING OF SEWAGE LINES SEPTIC TANKS AND MANHOLE IN MD ACCN OF BIKRAM ENCLAVE AND NODE UNDER AGE B/R-II GE (SOUTH) UDHAMPUR

Amount

Desluding/Dewatering of septictank/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 pressure water jetting cum suction (vaccum) type machine mounted on LCV/HCV facility of high pressure 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 directed by Engr-in-Charge.

Removal of blockage and cleaning of sewage lines of 100 mm bore by roding from manholes to manholes or manholes to cleaning eyes, taking out all debris, sludges and solid materials from sewage lines and removing out side MOD land not less than 1000 metres and well flushing with water complete all as specified and directed.

All as per ser item No 1 but 150 mm bore complete all as specified and directed.

All as per ser item No 1 but 200 mm bore complete all as specified and directed.

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

Cleaning of man holes not exceeding 1.5 m deep and removing sludge/waste material to distance not exceeding 50 m and burying in pits and refilling the same complete all as specified and directed by Engr-in-Charge.

All as per seri item No 6 but exceeding 1.5 m deep and 3.0 m deep 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.

Removal of blockage/waste and cleaning gully traps and Nahani traps of any description and size and 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 by the Engr-in-Charge.

Cleaning of blocked WC any type 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.

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

Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m deep and getting out in any type of soil complete all as specified and directed.

Returning filling in including spreading levelling watering and well ramming in layers not exceeding 25 cm thickness complete all as specified and directed.

Removing excavated soil to a distance not exceeding 50 m and depositing at alevel not exceeding 1.5 m above the starting point complete all as specified and directed.

Demolition of cement concrete in ground floor and pavings not exceeding 15 cm thick below or above ground level complete all as specified and directed.

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

Demolition and breaking up drain pipes 100 mm dia (Salt glazed ware, AC or reinforced concrete), set in cement mortar complete all as specified and directed.

Demolition and breaking up drain pipes 150 mm dia (Salt glazed ware, AC or reinforced concrete), set in cement mortar complete all as specified and directed.

Demolition and breaking up drain pipes 200 mm dia (Salt glazed ware, AC or reinforced concrete), set in cement mortar complete all as specified and directed.

Demolition and breaking up drain pipes 300 mm dia (Salt glazed ware, AC or reinforced concrete), set in cement mortar complete all as specified and directed.

Salt glazed stone ware drain pipe 100 mm bore in trenches and jointed complete all as specified and directed.

Salt glazed stone ware drain pipe 150 mm bore in trenches and jointed complete all as specified and directed.

Salt glazed stone ware drain pipe 200 mm bore in trenches and jointed complete all as specified and directed.

Salt glazed stone ware drain pipe 300 mm bore in trenches and jointed complete all as specified and directed.

Concrete 1:4:8 type C-2 (using 40 mm graded aggregate) as in bed to 100 mm drain pies including packing under and haunching against the sides pipes after they are laid and tested for complete all as specified and directed.

Concrete 1:4:8 type C-2 (using 40 mm graded aggregate) as in bed to 150 mm drain pies including packing under and haunching against the sides pipes after they are laid and tested for complete all as specified and directed.

Concrete 1:4:8 type C-2 (using 40 mm graded aggregate) as in bed to 200 mm drain pies including packing under and haunching against the sides pipes after they are laid and tested for complete all as specified and directed.

Concrete 1:4:8 type C-2 (using 40 mm graded aggregate) as in bed to 300 mm drain pies including packing under and haunching against the sides pipes after they are laid and tested for complete all as specified and directed.

Demolition of brick work or stone/boulder masonry, built in cement mortar including all quoins, pillars etc. complete all as specified and directed.

Brick work with sub class 'B' bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6 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 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 by Engineer-in-Charge.

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

PCC type B-1 (1:2:4) (using 20 mm graded cushed stone aggregate) as in coping, benching and the like including form work complete all as specified and directed.

Demolition of renieforced cement concrete not exeeding 15 cm thickness (below or above ground level) complete all as specified and directed.

Reinforced cement concrete 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.

RCC 1:2:4 type B-1 (using 20 mm graded aggregates) for precast cement concrete slabs as in manhole covers etc set in cement mortar 1:4 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.

Mild steel steel TMT bars 10 mm dia and over cut to length bent to shape required, including cranking, bending spirally for hooping columns hooking ends and binding with mild steel wire annealed not less than 0.9 mm dia complete all as specified and directed.

Cutting in to existing manholes for forming new drains and making good to pipe and making good to pipe and rendering, cutting out existing benching in cement concrete 1:2:4 type B-1 (in 1/2 or 3/4 round in section) and reforming benching as required for 150 mm bore pipe 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.

Dismantling of cast iron or reinforced concrete drain pipes, jointed in cement mortar and taking out of trenches, if required of internal dia of pipe 50/75/100 mm 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 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.

Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing) removing serviceable tiles to store and rubbish off the premises complete all as specified and directed.

Screed bed or bedding layer of mortar 15 mm thick in cement mortar 1:4 for laying floor finishes complete all as specified and directed.

10 mm thick rendering on fair faces of brick/ concrete surfaces in cement mortar 1:4 and finished even and fair complete all as specified and directed.

300 mm x 200 mm x 7 mm thick coloured glazed ceramic tiles as in skirting/dado set and jointed in neat cement slurry and pointed in coloured cement to match the surface complete all as specified and directed.

Non skid coloured 7 to 8 mm thick area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floor etc set and jointed in neat cement slurry and pointed in white or coloured cement to match complete all as specified and directed.

75 mm thick plain cement concrete type D-2 (1:4:8) (using 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 by Engr-in-Charge.

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.

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

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 by Engr-in-Charge.

Vitreous China squatting pan, 'Orissa' pattern, size 580 x 440 mm white, with integral foot rests including a provision of concrete bedding but fixed in repair complete all as specified and directed.

Cast iron 'P' or 'S' trap for bore of pipe 100 mm complete all as specified and directed.

PCC 1:5:10 type E-2 (using 40 mm graded brick aggregate) as in filling under sunken floors etc 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 can not 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.

sohtra and co

RAJ MOHD

khajuria builders

RAMAN CONSTRUCTION CO