CERTAIN REPAIR AND CLEANING OF SEWAGE LINE, MANHOLES, DEWATERING OF SEPTIC TANKS AND SOAKAGE WELL, HARD STANDING AT JANGLOT UNDER GE BASOLI

Amount

Taking down old damaged SGSW pipes including necessary excavation, supply and jointing of UPVC underground drainage pipe (UDS) type 'B' 160mm dia with thickness 4mm (min) and pressure rating SN4 as per IS-15328, jointed in cement solvent solution complete including testing, haunching against the sides of pipes in PCC (1:4:8) type D-2 (using 40mm graded crushed stone aggregate) including returning, filling in and disposal of surplus soil to a distance n.exc. 50m complete all as specified and as directed by Engineer-in-Charge.

Taking down old damaged SGSW pipes including necessary excavation, supply and jointing of UPVC underground drainage pipe (UDS) type 'B' 200mm dia with thickness 4.5mm (min) and pressure rating SN4 as IS-15328, jointed in cement solvent solution complete including testing, haunching against the sides of pipe in PCC (1:4:8) type D-2 (using 40mm graded crushed stone aggregate) including returning, filling in and disposal of surplus soil to a distance n exc 50m complete all as specified and directed by the Engr-in-Charge.

Demolition of cement concrete (reinforced) of any description and in any position not otherwise specifically provided for reinforcement cut as required to facilitate demolition, complete all as specified and directed by Engineer-in-Charge.

M&L for Providing precast cement concrete (1:2:4) type B-1 using 20mm graded crushed stone aggregate as in cover slabs and similar articles including necessary moulds/formwork set in cement mortar (1:6) complete all as specified by Engineer-in-Charge.

Form work to soffit of suspended slab such as roof slabs floor slab, laidings and similar work not exceeding 200mm thick complete all as specified by Engineer-in-Charge.

M&L for RCC type B-1, using 20mm graded crushed aggreage as in slab supported on walls, beams and columns in floors, roofs, lauding, ballonies and in shelves and the like complete all as specified by Engineer-in-Charge.

M&L TMT Steel bars 8 mm dia cut to length, bent to shape required incl cranking bending spirally hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips .

Demolition of brick/stone built in cement mortar including all quoins, arches, pillars,etc, but excluding ashlar facings, dressed stone work and precast concrete articles complete all as specified and directed.

M&L for PCC 1:4:8 type D-2 (using 40 mm graded stone aggregate) as in foundation bed of manhole, mass concrete etc complete all as specified and directed.

M&L for Plain Cement Concrete Type C2 1:3:6 (using 40 mm graded stone aggregate) in surface channels and drains including Demolition of un-reinforced cement concrete in ground floors and pavings n exc. 15 cm thickness (below or above ground level). complete all as specified and directed by Engineer-in-charge.

M&L for Brick work with sub class 'B' bricks built in CM 1:4 straight or curved on plan exc 6m mean radius complete all as specified by Engineer-in-Charge.

M&L for Brick work with sub class 'B' bricks built in CM 1:4 straight or curved on Plan exc 6m mean radius (but except bricks) complete all as specified and directed.

M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built in CM 1:4. Complete all as specified and directed by Engr-in-charge.

M&L for Rendering 15mm thick plaster in CM 1:4 on any faces of brick or concrete surfaces including finished even and smooth with additional thickness is provided as floating/setting coat complete all as specified and directed.

M&L for Rendering 15mm thick in cement mortar 1:4 and finished even and smooth without using extra cement including taking down cement plaster any description including raking out joints, hacking for key and scrubbing down with water etc and preparation of new plastred surfaces then applying two coats cement base paint on walls over a coat of white wash complete all as specified and directed by Engineer-in-Charge

PCC 1:2:4 type B-0(using 12.5 mm graded stone aggregate) as in channels /coping & benching of manhole, laid to shape and slope, surfaces finished even and smooth using extra cement including necessary form work etc complete all as specified and directed.

Cleaning of blockage of existing sewage system and plumbing system (Comprising of sewer line in CI, SGSW, PVC/UPVC or SG pipes), house connection from WC, bath, Kitchen etc including gully traps, floor/Nahani traps, CI Pipes and plumbing work etc of any description and in any position below or above ground level, located in different situations to remove the solid or liquid waste to make the entire system functional as directed by Engr-in-charge. Note :- (i) Contractor will deploy two SDA Mazdoor, daily to attend day to day complaint as mentioned above. SDA Mazdoor will report daily at AGE B/R Janglote Sub division at 0900 hrs and depart 1700 hrs after attending all complaints . In case of non attending complaints in same day, recovery @ Rs.250.00 per complaints will be recovered from contractor and in case of non deployment of SDA Mazdoor recovery @ Rs.400 per day per SDA Mazdoor shall be made from the contractor complete all as specified and as directed by Engr-in-charge.

Cleaning of blocked sewage drain pipe line of 100 mm dia and removing all sludges and foreign materials manually or mechanically as required etc., complete from the pipe line and making it serviceable free flow of sewage.

Cleaning of blocked sewage drain pipe line of 150 mm dia and removing all sludges and foreign materials manually or mechanically as required etc., complete from the pipe line and making it serviceable free flow of sewage.

Cleaning of blocked sewage drain pipe line for pipes exceeding 150 mm dia and not exceeding 250 mm dia and removing all sludges and foreign materials manually or mechanically as required etc., complete from the pipe line and making it serviceable free flow of sewage.

Excavation in trenches in any type of soil n.exc 1.50m wide and n. exc 1.50m in depth and getting out complete all as specified.

Removal of excavated (soil) to a distance not exceeding 50m and depositing where directed at a level not exc. 1.5m above the starting point.

Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc 25cm.

M&L for concrete bed to drain pipes for 150mm bore pipes. including packing under and hunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 complete all as specified

M&L for Reinforced concrete pipes 150mm dia, class NP3 with one collar per length of pipe laid and jointed on concrete bed, complete including testing etc all . (concrete bed shall be measured and paid for separately).

M&L for concrete bed to drain pipesfor 200mm bore pipes. including packing under and hunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 complete all as specified

M&L for Reinforced concrete pipes 200mm dia, class NP3 with one collar per length of pipe laid and jointed on concrete bed, complete including testing etc all . (concrete bed shall be measured and paid for separately).

M&L for concrete bed to drain pipesfor 250mm bore pipes. including packing under and hunching against the sides of pipes after they are laid and tested in cement concrete 1:3:6 type C-2 complete all as specified

M&L for Reinforced concrete pipes 250mm dia, class NP3 with one collar per length of pipe laid and jointed on concrete bed, complete including testing etc all . (concrete bed shall be measured and paid for separately).

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 forming benching as required, Internal dia of pipe 150mm complete all as specified.

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 forming benching as required, Internal dia of pipe 200mm complete all as specified.

Cleaning of septic tank /soakage well of any depth & description including taking out all the stagnated sludge or any other material mixed with the sludge etc complete and disposal of all spoils / waste or any other materials out side the periphery of defence land at his own arrangements where sanitary hazards do not take place as per direction/instruction of civil authority and burried in excaveted pits and covering the same , including taking off and refixing covers after cleaning all as specified and directed. Note : Unit rate quoted by tenderer shall include taking out sludge (liquid/semi liquid/solid), excavation of borrow pits for dumping sludge, removing including loading/unloading and transportation etc complete all as specified and as directed.

Surface dressing in any type of soil not exc 30 cm deep and averaging 15 cm deep in foul condition for removing heaps of wastes, cleaning of flora, fauma, follage and bushes around septic tanks, soakage well and man holes, removing debries/heaps of bushes etc from vicinity and depositing at a place where complete all as specified and as directed.

Removal of excess earth, waste materials etc. already dumped at site including necessary excavation to a distance exc 500 mtr and n exc. 1000 mtr wherever required along with sewage line and around soakage wells and septic tanks complete all as specified and directed. Note : Unit rate quoted by tenderer shall include taking out sludge (liquid/semi liquid/solid), excavtion of borrow pits for dumping sludge, removing including loading/unloading and transportation etc complete all as specified and as directed.

M& L For cleaning/taking off of sludge (solid/semi solid) of any state from manhole of any size including gully trap having depth upto 3.00m by using machinery or manually as required and removing the same to a distance n.exc 250m and burying the same underground by digging pit of suitable size in low laying area from habbatient area and returning filling with excavated materials up to ground level including removal of surplus soil to a distance n.exc 250m with and including taking off manholes/gully trap covers and re-fixing the same after cleaning process complete all as specified and direcrted by Engineer - in - charge.

Salt glazed stoneware gully traps 150mm x 100mm, square or round mouthed.

Supply and fixing salt-glazed stone ware gully trap square or round mouthed, type ‘P’ 100mmX 100mm , including provision of C.I grating over the trap and embedding the trap in PCC 1:3:6 type C-2 block of size 30cm x 30cm x 45cm deep. (Cost of PCC block also included in this item), fixed as in repair complete all as specified and directed.

Cleaning away all grass vegetation, saplings, shrubs , brush wood under growth and roots for making approach to septic tank around man holes manhole to manhole for sewage lines ancl removing rubbish upto a distance of 50 mtr out side the periphery of the area under clearance.

Demolition cement concrete unreinforced of any description and in any position not otherwise specifically provided for all complete and as specified

M&L PCC 1:4:8 type D-2 75mm thick using (40mm graded crushed stone Agg) as in sub base finished even and smooth complete all as sfd and as directed by Engr in Charge.

M&L for Sand filling under floors or in foundations including watering and consolidation.

M&L machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness , M-35 Grade with grey cement and pigment. complete all as specified and directed by Engineer-in-Charge

M&L machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80mm thickness , M-35 Grade with grey cement and no pigment complete all as specified and directed by Engineer-in-Charge

M&L for Pre-polished glazed designer ENDURA tiles, coloured 30cm x 30cm x 8-10mm thick set jointed and pointed in neat cement slurry pointed in white or coloured cement to match in floors over and including 15mm thick screed bed in CM 1:4 complete all as specified and directed.

M&L Coloured Chequered cement concrete tiles 30 cm x 30 cm x 20-25 mm thick set jointed and pointed in neat cement slurry in floors with grey cement and pigment over 15mm thick screed bed of 1:4 cement mortar complete all as specified and directed by Engineer-in-Charge.

S&F in repairs PVC grating 100mm dia and fixing with white cement.

S&F in repairs 75mm dia PVC (SWR) pipes single socketed in any length with rubber ring joint fixed complete to walls.

S&F in repairs 110mm dia PVC (SWR) Pipe single socketed in any length with rubber ring joints fixed complete to walls.

S&F 75mm dia PVC (SWR) bends any radius in repair.

S&F 110mm dia PVC (SWR) bends any radius in repair.

S&F 75mm dia PVC (SWR) bend with access door in repair.

S&F 110mm dia PVC (SWR) bend with access door in repair.

S&F 75mm dia PVC (SWR) junction single, (Single T) equal or unequal in repair.

S&F 110mm dia PVC (SWR) junction single, (Single T) equal or unequal in repair.

S&F 75mm dia PVC (SWR) vent cowl.

S&F 75mm dia PVC (SWR) reducers.

S&F 110mm dia PVC (SWR) reducers.

M&L for Precast Cover Slab, Gray Steel Fiber reinforced concrete 600x600mm Medium duty solid cover with frame all complete and as directed.

M&L for Precast Cover Slab, Gray Steel Fiber reinforced concrete 750x750mm Medium duty solid cover with frame all complete and as directed.

M&L for Precast Cover Slab, Gray Steel Fiber reinforced concrete 900x900mm Medium duty solid cover with frame all complete and as directed.

Ms International Engineers

Amrik Construction co

M/s. Ram Pal Sharma

Ms Dalip Kumar and Co.