REPAIR TO SEWAGE /MAIN HOLE COVER, DRAINAGE IN AREA-I OF AGE B/R-II UNDER GE (WEST) JABALPUR

Amount

Excavating in trenches not exceeding 1.5 m wide and not exc 1.5m in depth for drains as in soft/loose soils complete all as specified and as directed .

Excavation in trenches in soft /loose soil, n exc 1.5m wide but exceeding 1.50m and n exc 3.0m in depth; for foundation etc.or for shafts, well cesspit, maholes, pier holes etc.n exc 10 Sqm on plan 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 as 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 exc 25 cm soft/loose soils complete all as specified and as directed.

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.

Supply, laying and jointing 150 mm nominal bore dia double wall corrugated (DWC) pipes class SN-8 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-8 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-8 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 450 mm nominal bore dia double wall corrugated (DWC) pipes class SN-8 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, straight or curved on plan exceeding 6 M mean radius built in CM 1:6 complete all as specified and as directed.

All as described in serial item No. 17 above, but except bricks.

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 15mm thick plaster in cement mortar 1:4 mixed with water proofing compound on concrete or brick masonry surfaces finished even and smooth without using extra cement all as specified and as directed. Note: Water proofing compound will be measured and paid separately.

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 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.

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 Water proofing compound

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 laying in trenches,110 mm bore complete all as specified and directed.

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

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

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

S&F, 75mm bore PVC (SWR) bend, any 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 directed.

Clearing & removal of blockage, of any type in WC, bathroom, kitchen including floor/nahani traps, soil waste/vent pipes gully trap up to 1st manhole, in any situation by way of cleaning / desludging and removing foreign materials to a distance up to 50 metres 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 shall be deemed to be included in the rate quoted by the contractor. Nothing shall be paid in extra in this regard.

Note:- (a) Contractor shall detail his supervisor to office of AGE B/R-II 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 along with 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.

Material and labour for cleaning of all blockage of sewage line of any type of sewage line , branch line , main sewer line , etc at any section or any depth and that any situation by way of cleaning /desludging by using mechanically or pumping out sewage from block manholes where required and directed by engineer in charge and keeping sewage line functional . day to day complaint of chocked up manhole , sewage line etc cleaning the trap wc ,soil waste , vent pipe gully trap , up to final drop outlet , inlet of septic tank working in foul condition with talking precautionary measure , equipments and required power cables pertains to AGE B/R -II complaints of blockages and cleaning of sewage line are to be received daily from the complaint cell situated in premises of office of AGE B/R -II W Jabalpur and entire complaint are to be attended for cleaning on the same day . Minimum number of labour with specialized experience will not be less than 3 nos safaiwala from 0830 hrs to 1800 hrs.

NOTES : (i) the payment towards the subject item shall only be made as per total no of days, contractor have cleared the blockage of sewage line (ii) In case of urgent nature of work contractor has to attend the complaint even on holiday and Sundays (iii) contractor shall maintain a register including details of day of cleaning of sewage line duly signed by contractor, JE , Engineer-in-Charge. (if contractor will not be able to provide the manpower a recovery of Rs. 629/- per person per day will be deducted and in addition that day will also be not considered for payment (iv) For day to day cleaning contractor have to procure mechanically operated equipment like kambore st 300-700 , kambore tm cnr gd or equivalent to attained daily complaint and no extra cost paid to contractor for procuring equipments . (v) Contractor shall detail his supervisor to office of AGE B/R-II 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.

Notes contd../- (vi) Contractor shall provide service providers (sweepers) as per the complaints list given along with all requisite tools, equipments, including safely measures for attending complaint and ensure completion report by 5.00 PM same day. (vii) 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 detected/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. (viii) 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. (ix) 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, garbage , or like and cleaning and leveling the whole area given by engineer in charge and similar work and making the workable space with surface excavation and remove the material outside of md land 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 Preparation of newly plastered surfaces of walls and applying two coats of cement base paint over priming complete all as specified new surface of walls

Dismantling post or struts (wood, steel or RCC ) any description, including taking out embedded 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 soft/loose soil in post holes n.exc 0.5 Cum getting out and removing surplus soil to a distance n.exc 50m and making good surface all as specified and directed.

M&L 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 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 including 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 surfaces of any description not otherwise described, over 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.

M&L for preparation of newly steel surfaces of any description not otherwise described, 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.

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

M&L 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

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.

TRISHLA CONSTRUCTIONS (BID ID -3366590)