8830/GWL/E8 REPAIR / REPLACEMENT / CLEANING OF SEWAGE LINE, MANHOLE, SEPTIC TANK SOAK WELL, PATH, FENCING ETC, AT CERTAIN MD/OTM ACCN IN THE AREA OF GE B/R-I UNDER GE GWALIOR

Amount

Demolition of brickwork, plain cement concrete or stone/ boulder masonry, built in cement or lime mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed.

M&L for brick work with sub class 'B' bricks (old size) straight or curved on plan, exc. 6m mean radius or cement concrete, built in cement mortar 1:4 as in manholes, septic tanks, soakage pits, drain etc in any position complete all as specified and directed.

M & L for brick work with sub class `B' bricks, straight or curved on plan, exc 6m mean radius, (except bricks) built in cement mortar 1:4 complete all as specified and as directed.

M&L for 15 mm thick rendering in cement mortar on fair faces of brick work or concrete surfaces in cement mortar (1:4) mixed with water proofing compound and surface finished even and smooth, complete all as specified and directed. Note: Water proofing compound shall be measured and paid seperately.

Supply only liquid water proofing compound (ISI Mark) complete all as specified and directed.

Demolition of reinforced concrete of any description and in any position not otherwise specifically provided for etc complete all as specified and directed.

M&L,precast cement concrete 1:2:4 type B1 using 20mm graded stone agregate including necessary form work as in manholes cover slab etc, set in cement mortar 1:4 complete all as specified and as directed. (Note :- Re-inforcement shall be measured and paid for separately under respective items of Sch 'A' here in after)

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

M&L for Mild TMT steel bars 6mm to 8mm, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and getting out etc as in any type of soil complete all as specified and as directed.

Excavation in trenches n exc. 1.5 m wide and exc 1.5m deep but n.exc 3.0 m deep for foundation,etc.or for shafts, wells cesspits, manholes, pier holes,etc.n.exc.10 sq m on plan and getting out in any type of soil complete all as specified and directed.

Excavation in trenches n exc. 1.5 m wide but exc 3m deep and n.exc 4.5 m deep for foundation,etc.or for shafts, wells cesspits, manholes, pier holes,etc. n exc.10 sq m on plan 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 exc. 25 cm thick in any type of soil complete all as specified and directed.

Removing excavated material (soils) n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.

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

M&L for cement concrete bed 1:4:8 type D2 to 100 mm dia drain pipes including forming cradles complete all as specified and directed.

M&L for reinforced concrete pipes 100 mm bore class NP-2 laid and jointed with collar in CM 1:1 complete all as specified and directed.

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

M&L for cement concrete bed 1:4:8 type D2 to 150 mm dia drain pipes including forming cradles complete all as specified and directed.

M&L for reinforced concrete pipes 150 mm bore class NP-2 laid and jointed with collar in CM 1:1 complete all as specified and directed.

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

M&L for cement concrete bed 1:4:8 type D2 to 200mm dia drain pipes including forming cradles complete all as specified and directed.

M&L for reinforced concrete pipes 200 mm bore class NP-2 laid and jointed with collar in CM 1:1 complete all as specified and directed.

Demolition and breaking up drain pipes of 300 mm internal dia (Salt glazed ware, AC or Reinforced concrete) set in cement mortarcomplete all as specified and directed.

M&L for cement concrete bed 1:4:8 type D2 to 300mm dia drain pipes including forming cradles complete all as specified and directed.

M&L for reinforced concrete pipes 300 mm bore class NP-2 laid and jointed with collar in CM 1:1 complete all as specified and directed.

Demolition of cement concrete (unreinfoced) in ground floors and pavings ect n exc 15 cm thickness (below or above ground level) complete all as specified and directed.

M&L cement concrete in foundations, filling and mass concrete 1:4:8 type D2 using 40mm graded stone aggregate complete all as specified and directed.

M&L for providing, cement concrete 1:2:4 type B1 using 20mm graded in roof kerbs or mud stops, rounded or chamfered in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed platescomplete all as specified and directed.

M&L,cutting into existing manholes for connecting new drains of 100 mm internal dia of pipe, 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 complete all as specified and directed.

M&L,cutting into existing manholes for connecting new drains of 150 mm internal dia of pipe, 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 complete all as specified and directed.

M&L,cutting into existing manholes for connecting new drains of 200 mm internal dia of pipe, 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 complete all as specified and directed.

Taking down eaves gutters and rain water pipes (any size 75mm to 110mm of any pattern) ,of any description and in any position, including all fittings , heads, shoes, bends, swan necks, etc., (measured overall as fixed along the centre line over fittings and accessories)complete all as specified.

S&F, 75 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to wall etc. complete all as specified and directed.

S&F, 110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to wall etc. complete all as specified and directed.

S&F, 110mm bore, PVC (SWR) bends any radius complete all as specified and directed.

S&F, 75 mm bore, PVC (SWR) bends any radius complete all as specified and directed.

S&F, 75 mm bore, PVC (SWR) junction single (single T), equal or unequal, provided with access door complete all as specified and directed.

S&F, 110mm bore, PVC (SWR) junction single (single T), equal or unequal, provided with access door complete all as specified and directed.

S&F, 110mm bore, PVC (SWR) junction single (single Y), equal or unequal, provided with access door complete all as specified and directed.

S&F, 110mm bore, PVC (SWR) junction single (double Y), equal or unequal, provided with access door complete all as specified and directed.

S&F for PVC (SWR) vent cowl, 110 mm bore complete all as specified and directed.

S&F, 75mm PVC (SWR) floor trap, plain with grating including jointing with solvent cement complete all as specified and directed.

M&L PVC (SWR) gully trap 125/110 mm, setting and jointing with solvent cement complete all as specified and directed.

S&F in repair PVC low level flushing cistern 10 litres capacity, white, with all fitting and fixtures including brackets and 32 mm bore PVC flush pipe, complete all as specified and directed.

S&F in repair water closet including provision of cement concrete bedding viterous china squatting pan orrisa pattern of size 580x440 mm white with integral foot rest etc. excluding flushing cistern complete all as specified & directed.

S&F in repair viterous china wash down water closet pan (pedestal pattern), white, excluding fixing bolts, flushing cistern and flush pipe including connection to drain and to flushing pipe syphonage pipe etc and mild steel chromium plated or aluminised hinges device & on CP Jet complete all as specified and directed.

M&L surface dressing n.exc 15 cm deep including cutting bushes, wages, hages etc and removing to as directed by Engr-in-Carge complete all as specifed and directed.

Taking of liquid/solid content from sump/septic tank/soak well either manually or by pumping clearing thoroughly including disposal of liquid/solid content out of the Cantt Area ,depositing in pit and covering with layers of earth and taking all precautions against foul/hazzardous gas etc, complete all as specified and directed . (Notes :- (i) Volume occupied by silt/sludge & other deposits (Semi solids) shall only be measured by stacking and paid for against the item. (ii) Volume occupied by effluent (liquid/ waste water above silt/sludge & other deposits) shall not be measured and paid. However quoted rates shall be deemed to be includde for bailing out of effluent.)

M&L, cleaning blockage by manually or mechanically in sewage line up to 10 mtr depth, WC GT, NT, FT & man holes in entire Hathi Khana & SV colony, MH & 3rd Lancer line and nearby OTM area upto new ECHS, 4th Infantry lines and nearby OTM area upto military farms area under AGE B/R-I by engaging safaiwala (06 Nos alongwith supervisor) on all working days from 0830 hrs to 1700 hrs along with T&P ie. gum boot, mask, safety device etc. as required for cleaning blockage and keep smooth functional the entire sewage lines including manholes to the entire satisfaction of Engineer-in-Charge etc and all as specified and diected . Note for sch 'A' item above : (i) Contractor's supervisor will report on all working days along with six safai wala (two for Hathi Khana, SV colony, MH & 3rd Lancer line area, two for TPT lines and nearby OTM area upto new ECHS, two for 4th Infantry lines and nearby OTM area upto military farms) at 0830 hrs at B/R maintainance cell to receive complaint for blockage and to submit complition report on same day by 1700 hrs. (ii) Printed complaint slip Area wise as per format approved by Engineer-in-Charge shall be provided and maintained by contractor. Cost for the same shall deemed inclusive in the quited rate. (iii) Rate quoted above shall be deemed to incl the cost of adequate T&P, equipment, safety device etc alongwith sufficient labour to full fill the requirement to the entire satifaction of Engr-in-Charge. Any despute related to above shall be resolved by Garrison Engineer and his decesion shall be final, binding and conclusive. (iv) If there is any major blockage in sewer line for which additional Safaiwalas and special T&P is required same shall be provided by contractor without any extra cost to Govt there fore contractor is advice to visit the site before quoting the rate in tender. (v) All sewage blokage complaint must be attended within 24 hrs. any sewage blokage complaint is not clear within 24hr( except and otherwise few major/ Difficult complaint prior intimation/ notice to GE/ Engr In Charge) compensation of Rs.100/- per Day per complaint shall be charged from contractor work done without any prior notice based on Job card i.e. user satisfaction.

M&L Surface dressing n.exc 15 cm deep and getting out in soft/loose soil complete all as specified and directed.

Excavation in post holes (or similar holes) n. exc 0.5 cum getting out returning filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm watering and removing surplus soil to a distance n. exc 50 and making good surface in soft/loose soil all as specified and as directed.

M&L for cement concrete type D-2 (1:4:8) as in foundation filling and mass concrete all as specified and as directed.

M & L, for cement concrete, type B-0 1:2:4 (using 12.50 mm graded stone aggregate) complete all as specified and as directed.

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

M&L for angle iron posts and struts in fencing including cutting tops to shape (swan neck) or as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work including 40x6mm flat iron for holding chain link fencing conforming to Fe-290 Gde E-165 all as specified and as directed.

Mild steel round bars Fe-410-W (Gde.E-250) quality-A or Fe 290 (Gde10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

M&L for 10mm dia mild steel screw bolts, with hexogonal or square at one end and srewd the other or screwd both ends each screwd end to be fitted with washer and one hexogonal or square length exc 15cm and n. exc 22.5cm all as specified and as directed.

M&L, preparation or new steel and iron surfaces of any description and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.

Fixing only galvanised chain link fencing of 4mm dia GI wire including line wire standards rails straining bolts etc including provision of binding wire and mesh size as per direction of GE Gwalior & complete all as specified and as directed.

Supply only galvanised chain link fencing of 4mm dia GI wire including line wire standards rails straining bolts etc including provision of binding wire and mesh size as per direction of GE Gwalior & complete all as specified and as directed.

S&F, Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) complete all as specified and as directed.

Demolition of Brickwork or stone/ boulder masonry, built incement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed.

M&L for PCC 1:3:6 type C2 (20 mm stone aggregate) for coping complete all as specified and as directed.

M&L for brick work with sub class 'B' bricks (old size) straight or curved on plan, exc. 6m mean radius built, in cement mortar 1:6 as in manholes, septic tanks, soakage pits, drain etc in any position complete all as specified and directed.

M&L for 15mm thick rendering on fair faces of brick work or concrete surfaces in CM 1:4 surface finished even & rough for laying of wall tiles complete all as specified and as directed.

M&L for applying concrete primer and /or cement base putty as required incl preparing the surfaces smooth by rubbing and / or sand papering and M&L two coats of cement base paint on new plastered surfaces complete all as specified and as directed.

M&L Joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated)

M& L for preparation of new steel surface of any description exc 10 cm width or girth not otherwise described and applying Two coats of black Enamelled paint over a coat of red oxide complete all as specified and as directed.

Dismantling stone slab, stone beams and type of any description or thickness laid bedded and pointed in any mortar in roof,floor etc. complete all as specified and directed.

M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and directed

M&L 60 mm thickness machine pressed precast concrete interlocking paver block M-35 any shape and size confirming to IS 15658-2006 in grey cement glossy finish rubber mould casted laid dry over sand cushioning complete all as specified and directed

Demolition of cement concrete (un reinforced) in ground floors and pavings n. exc 15 cm thickness (below or above ground level) complete all as specifeid and directed

M & L, hard core of for broken stone boulder of gage n.exc 63mm deposited, spread and levelled in layers n.exc 15 cm thick watered and rammed to a true surfaces.

M&L for screed bed or bedding layer of mortar 25 mm thick in cement mortar 1: 6 for laying floor finishes complete all as specified and directed

M&L for chequered cement concrete tiles 250mm x 250mmx 25mm thick, set jointed and pointed in cement slurry in floors with grey cement and pigments complete all as directed including 15mm thick screed bed in CM 1:6 complete all as specified and directed

Construction of Septic tanks including excavation, in any type of soil, foundation In PCC 1:2:4 type B-2, brick work in CM 1:4, RCC M20 (Nominal Mixed) (with and including reinforcement), Slab covers including RCC precast manhole cover having 6mm plate embedded all around/fibre reinforced cover with angle iron frame Vent pipe shaft and sludge chambers etc complete for 100 users complete all as specified and directed and shown in drawing No. CEBZ/TD/80/2011 Sheet 1/4 to 4/4.

Construction of Soakage wells including excavation in any type of soil, foundation in PCC 1:3:6, wells of honey combed and solid in M-20 (Nominal Mixed)Concrete type C2, including intercepting chamber, screen chamber Brick work in CM, RCC cover slab in M-20/ Brick Masonry/ filling with brick bats, complete of size 1.8 m in dia and 4.50m in deep (effective depth) all as specified and directed shown in drawing No.CEBZ/TD/78/2011 Sheet 1/2 & 2/2.

M/s Gulshan and Brothers

M.S. ENGINEERS

M/S YOGANSH CONSTRUCTION CO.

M/s J.B. Construction

M/s KGN Builders