REPAIRS/CLEANING OF SEWAGE LINE, DRAIN INCLUDING MANHOLES, SEPTIC TANK, SOAKAGE WELL AND MANHOLE COVERS WITH CETRAIN MISC REPAIR WORKS IN AREA OF AGE B/R-III UNDER GE (WEST) JABALPUR

Amount

Excavating in trenches not exc 1.5 m wide and not exc 1.5m in depth and also plan area n exc 10 Sqm for drains in soft/loose soil complete all as specified and as directed .

Excavation in trenches in soft /loose soil, n exc 1.5m wide but exc 1.5m but n exc 3.0m in depth ;for foundation etc.or for shafts well cesspit,maholes, pier holes etc.n exc 10 Sqm on plan area complete all as specified and as directed.

Demolition of cement concrete in ground floor and paving not exc 15cm thickness (below or above ground level) complete all as specified and as directed.

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

M&L for broken bricks or brick bat loose filligs with aggregate of gauge 80 to 150mm in soakage pits,soakage well complete all as specified and directed

Removing excavated material (Soils) not exc 50 m & depositing where directed at level not exc. 1.5 M above the starting point complete all as specified and as directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick of excavated soil complete all as specified and as directed. Note: A deduction of 10% shall be made from total computed volume of filling to cater in bulk irrespective of machinery used for ramming.

Demolition and breaking up drain pipes of 150mm internal dia of bore SGSW, AC or reinforced concrete pipe set in cement mortar complete all as specified.

Demolition and breaking up drain pipes of 200mm internal dia of bore SGSW, AC or reinforced concrete pipe set in cement mortar complete all as specified.

Demolition and breaking up drain pipes of 300mm internal dia of bore SGSW, AC or reinforced concrete pipe set in cement mortar complete all as specified.

M & L Concrete bed to drain pipes including packing under and haunching against the sides of pipes after the air laid and tested in Cement Concrete 1:3:6 type C-2 for bore of pipes 150mm dia complete all as specified and as directed.

M & L Concrete bed to drain pipes including packing under and haunching against the sides of pipes after the air laid and tested in Cement Concrete 1:3:6 type C-2 for bore of pipes 200mm dia complete all as specified and as directed.

M & L Concrete bed to drain pipes including packing under and haunching against the sides of pipes after the air laid and tested in Cement Concrete 1:3:6 type C-2 for bore of pipes 300 mm dia complete all as specified and as directed.

Supply ,laying and jointing 150 mm nominal bore dia double wall corrugated (DWC) pipes class SN-4 confirming to IS-16098:2013 (Part-2) l,stiffness with and including necessary jointing materials complete all as specified and directed.

Supply ,laying and jointing 200 mm nominal bore dia double wall corrugated (DWC) pipes class SN-4 confirming to IS-16098:2013 (Part-2) l,stiffness with and including necessary jointing materials complete all as specified and directed.

Supply ,laying and jointing 300 mm nominal bore dia double wall corrugated (DWC) pipes class SN-4 confirming to IS-16098:2013 (Part-2) l,stiffness with and including necessary jointing materials complete all as specified and directed.

M&L for PCC (1:2:4) type B-1 (using 20 mm graded stone aggregate) as in cills, PCC blocks, coping, bed plates, seismic and other similar bands, plinth bends, etc including weathering slightly rounded or chamfered angles and throuting, inclusing necessary form work etc complete all as specified and directed

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

M&L brick work with sub-class 'B' bricks, old size straight or curved on plan exceeding 6 M mean radius built in CM 1:6 complete all as specified and as directed.

- ditto all as per above item but except bricks complete all as specified and as directed.

M&L Brick work with sub class 'B' bricks in one brick thick honey comb walling ,built in cement mortar 1:4 complete all as specified and directed.

Taking down cement plaster of any description including racking out joints for key scrubing with water etc complete all as specified and as directed.

M&L for rendering on fair faces of brick work or concrete surface of wall 15mm thick in CM 1:4 and to be finished even and smooth with out using extra cement complete all as specified and directed ( WPC shall be measured and paid separetely).

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

M&L for Precast cement concrete Type B-1 1:2:4 (Using 20 mm graded stone aggregate) in landings, cover slabs (for manholes etc.) shelves and similar articles with plain faces and set in cement mortar 1:6 complete all as specified and as directed.

M&L 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.

Mild Steel TMT bar 10mm dia and over cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9 mm dia or securing with clips complete.

Mild steel TMT bars 5 mm and over upto and including 10 mm dia in stirrups,spaces and binders 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 0.9 mm dia complete all as specified and directed.

Use & waste for form work to soffits of suspended slab such as roof slab, floor slab , landing and similar work; not exc 200 mm thick horizontal or sloping, finished fair and even complete all as specified and directed.

Use and waste of form work to faces of walls, retaining walls, abutments, parapets and staircases, railing and similar work including attached pillasters, buttresses etc vertical or to batter fair finished surface of concrete complete all as specified and directed.

M&L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in cement concrete 1:2:4 type B-1 smooth finished ,and reforming benching as required for 150 mm internal dia of pipe complete all as specified and directed.

M&L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in cement concrete 1:2:4 type B-1 smooth finished ,and reforming benching as required for 225 mm internal dia of pipe complete all as specified and directed.

Supply only integral Water proofing compound complete all as specified and as directed.

Taking down eaves gutters and rainwater pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including cleaning or refixing or removal to Store (measured overall as fixed along the centre line over fittings and accessories complete all as specified and directed.

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

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

S&F for PVC (SWR) bends of radius 110 mm bore complete all as specified.

S&F for PVC (SWR) bends of radius 75 mm bore complete all as specified.

S&F 75mm bore PVC (SWR) bend, of radius with access door complete all as specified and directed.

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

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

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

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

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

S&F PVC (SWR) gully trap 125 x 110 mm setting and jointing with solvent cement complete all as specified and as directed.

Removal of sludge from septic tanks / manholes of any size and depth and burying the sludge in pits with suitable depth & filled by earth out side the building perimeter including earth work and removal of surplus soil including dewatering of water complete all as directed. Note - Dewatering of water or mud will not be paid only sludge to be paid

Clearing & removal of blockage, of any type in WC, bathroom, kitchen including floor/nahani traps, soil waste/vent pipes gully trap upto 1st manhole, in any situation by way of cleaning / desludging and removing foreign materials to a distance up to 50 metres to the entire satisfaction of engineer-in-charge.

Note:- (a) Contractor shall detail his supervisor to office of AGE B/R-III daily by 9.00 AM who will report to concerned JE B/R /Engineer-in-Charge to receive all complaints of entire area divided in two parts i.e. Md accn & OTM accn under this contract. (b) Contractor shall provide service providers (sweepers) separately for both the areas as per the complaints list given alongwith all requisite tools, equipments, including safely measures for attending complaint and ensure completion report by 5.00 PM same day. (c) Complaint/blockage cleared in one building in a day may be for WC, bath, kitchen, floor/nahani traps etc shall be treated as one complaint. (d) Please note that all the complaints relating to internal sewage (WC/bath/kitchen etc) shall be attended within same day (within 12 hour). (e) In case any complaint pertaining to inside the building (WC/bath/kitchen) is not attended by 12.00 hours. A penalty @ Rs. 100% complaint shall affected from contractor payments.

Clearing & removal of all blockage in sewage line of any dia of sewer lines, manholes of any section and any depth, in any situation by way of cleaning / desludging foreign materials as well as blockage of sewage line in between successive manholes by mechanically including desludging of manhole /sewage line where required and odered by Engineer-in-charge and keeping sewer line functional, upto final drop/outlet into septic tank /central sewage system terminating in other joining zone/ area or into sewage wells complete all as specified.

Note:- (a) Contractor shall detail his supervisor to office of AGE B/R-III daily by 9.00 AM who will report to concerned JE B/R /Engineer-in-Charge to receive all complaints of entire area under this contract. (b) Contractor shall provide service providers (sweepers) as per the complaints list given alongwith all requisite tools, equipments, including safely measures for attending complaint and ensure completion report by 5.00 PM same day. (c) Please note that all the complaints relating to sewage line shall be attended within same day (within 12 hour). In case of blockage in sewage line could not be detacted/completed same day and concerned JE / Engineer-in-Charge is satisfied to the efforts applied but the same shall be attended and all blockage must be cleared by 24 hours (next day by 5.00 PM) without fails. (d) In case any complaint pertaining to clearing of blockage in sewage line is not removed /cleared within 24 hours (next day 5.00 PM). A penalty @ Rs. 200/- per complaint shall affected from contractor payments. (e) Blockage cleared between two man holes irrespective of length in between shall be treated as one complaint.

Cleaning of septic tank by removing septic tank cover , pumping out fluid, removing, sludge/sediments by mechanical means, transporting the fluid/sludge etc in covered containers by manually or mechanically and burying the same in pits where directed including necessary excavation refill and disposal of surplus soil etc complete, cleaning of septic tank with water placing the covers intact, removing bush/ vegetation near by septic tank to an extent of 3 mtrs around all as directed by engr-in-charge.

(a) Up to 50 User Septic tank Capacity

(b) More than 50 user and up to 100 User septic Tank Capacity

( c) More than 100 user and up to 250 User septic Tank Capacity

(d) More than 250 user and up to 400 User septic Tank Capacity

Cutting of grass, growth/ vegetations, bushes or like and similar work and making the workable space for carrying out cleaning of sewage line/ manholes in any location or condition all as specified and directed by Engineer-in-Charge

M&L for providing 35mm thick precast cement concrete louvres and jallies, type B0 1:2:4 (12.5mm graded aggregate) measured solid,including all mouldings but excluding frame and set in cm 1:4 complete all as specified and directed.

M&L for Preparation of newly plastered surfaces of walls and applying two coats of cement base paint over a coat of alkali resistant primer complete all as specified and as directed.

Dismantling post or struts (wood,steel or RCC ) any dsection ,including taking out embeded portion in concrete or masonry and making good disturbed ground complete all as specified and directed.

Dismantling fencing wire mesh,any type complete all as specified and as directed.

Excavation in post holes each not exceeding 0.5 Cu.m, getting out in Soft / Loose soil, including returning, filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm thick, watering and removing surplus soil to a distance not exceeding 50m and making good surface complete all as specified and as directed.

M&Lfor PCC (1:3:6) type C2 ( using 40 mm graded coarse aggregate). as in foundation filling and mass concrete complete all as specified & directed .

S&F hand rails, half rounded or other stock section or core for wooden hand rail straight portion, drilled and counter sunk for balusters, nosing to steps including embeding in concrete and screwing etc including securing bolts; posts and struts in fencing including cutting tops to shape 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 conforming to Fe-290 Gde E-165 complete all as specified and directed.

Supply only mild steel Galvanised wire Chain link fencing square mesh of any size complete all as specified & directed

Fixing only chain link fencing in-cluding line wires, any mesh, size and type to any type of standards, rails, straining bolts, etc. including provision of binding wire all as specified & directed.

S&F Mild steel screw bolts (machine made) with hexagonal or square heads at one end and screwed the other ends with washers 12mm dia and , n exc 5cm long ) complete all as specified and as directed.

M&L for preparation of newly steel surfacces of any description not otherwise desribed, over 10cm width or girth and applying two coat of synthetic enamel paint over a coat of red-oxide zinc chrome primer complete all as specified and as directed.

M&L for preparation of newly steel surfacces of any description not otherwise desribed, n exc 10cm width or girth and applying two coat of synthetic enamel paint over a coat of red-oxide zinc chrome primer surfaces 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 straining 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.

M&L for broken glass coping on top of walls set in CM 1:3 including taking off and removing rubbish complete all as specified and as directed.

M&L for removing of RCC cover to cleaning and de-silting of existing storm water drain and making functional complete all as specified and directed.

M&L for 60 mm thick machine pressed precast concrete interlocking paver block and shape and size confirming to IS 15658-2006 of M-35 Grade with grey cement and pigment complete all as specified and directed.

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

M&L for 75mm thick PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in sub base, sub floor of flooring, paving, path etc surfaces finished even and fair to receive top layer complete all as specified and directed.

solanki and company

M/s Om Infracon

KRD ASSOCIATE

RK CONSTRUCTION

M/S Chandrakant Sonkar