REPAIR AND CLEANING OF SEWAGE SYSTEM WITH CERTAIN MISC WORK TO MH AND ADJOINING AREA IN AOR OF AGE B/R II UNDER GE (A) NO 2, JODHPUR

Amount

Cleaning/ taking out sludge/ mud/ silt from manhole and septic tanks of any size, depth and capacity by manually or mechanically in foul condition including dewatering septic tank and manholes when ever required including removing of sludge/muds/silt in a closed container vehicle to a distance outside MD land and or buried in pits by making necessary excavation for filling of sludge and covering by earth on top properly all as specified and directed by Engineer-in-Charge Note:- Sludge/ muds/ silt shall be measured before taking out from manholes/ septic tank.

Taking out muddy/ sewage water from manholes, soakage pit/ septic tanks of any size, depth and capacity by using of mechanical sewage/ mud water disposal pump set and dispossed off muddy/ sewage water in a closed container vehicle to a distance outside MD land complete all as specified and directed by Engineer-in-Charge. Note:- All labour and T&P i.e. sewage water pump set, diesel, transportation of pump set from one place to other place, suction pipe, delivery pipe and manpower, prepair approach to working site/ point etc required for above work, shall be deemed included in unit rates quoted by the contractor and nothing extra shall be admissible on this account.

Cleaning of existing drain pipes 150mm to 300mm dia at any depth by rodding manually/ mechanically as required at site from manhole and well finishing after cleaning including getting out sludge if any and liquid materials from connecting manholes deposited in lines removing the solid and sludge to any distance place outside the defence land at their own cost and refixing manhole covers etc, the cost of removal shall be included in the quoted rate complete all as specified and directed by Engineer-in-Charge.

Removing blockage any discription in any position including cleaning of SGSW / PVC/ CI pipe upto and including 100 mm bore from kitchen/ bath/ wash hand basin/ urinal/ WC of any length upto gulley trap by rodding/choke remover manually or otherwise including removing & refixing of oval access door cover (up to 6.00mtr hight) complete all as specified and directed by Engineer-in-Charge

Removing blockage any discription in any position including cleaning of SGSW / PVC/ CI pipe upto and including 100 mm bore in any length from gulley trap to 1st manhole by rodding / choke remover, manually or otherwise including removing & refixing manhole covers of 1st manhole complete all as specified and directed by Engineer-in-Charge.

Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m in depth for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in any type of soil all as specified & directed by Engineer-in-Charge.

Excavation in trenches not exceeding 1.5m wide and exceeding 1.5m but not exceeding 3.00 m in depth for foundation etc or for shaft, wells, cesspits, manholes, pier holes etc not exceeding 10 sqm on plan and getting out in any type of soil all as specified & directed by Engineer-in-Charge.

Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) of 150mm bore set in cement mortar including PCC in bed and haunching against side complete all as specified and directed by Engineer-in-Charge. Note:- Excavation and earth work shall be measured and paid separately.

Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) of 200mm bore set in cement mortar including PCC in bed and haunching against side complete all as specified and directed by Engineer-in-Charge. Note:- Excavation and earth work shall be measured and paid separately.

Demolition and breaking up drain pipes (Salt glazed ware, AC or reinforced concrete) of 300mm bore set in cement mortar including PCC in bed and haunching against side complete all as specified and directed by Engineer-in-Charge. (Note :- Excavation and earth work shall be measured and paid separately.

M&L PCC (1:4:8) type D2 (using 40 mm graded crushed stone aggregate) as in foundation , filling and mass concerete complete all as specified & directed by Engineer-in-Charge.

M&L PCC (1:2:4) type B-1 using 20 mm graded crushed stone aggregate as in benching/ channels of manholes etc complete all as specified and as directed by Engineer-in-Charge

M&L PCC (1:2:4) type B-1 (20mm graded crushed stone aggregate) as in coping including necessary form work complete all as specified and directed by Engineer-in-Charge.

S&F 150 mm bore Reinforced cement concrete pipes, one end socketed, class NP-2, laid in trenches and jointed complete all as specified and as directed by Engineer in charge.

M&L for Reinforced concrete pipes, 200mm bore, class NP-2, laid in trenches and jointed in cement mortar as specified complete with collars.

M&L for Reinforced concrete pipes, 300mm bore, class NP-2, laid in trenches and jointed in cement mortar as specified complete with collars.

M&L PCC (1:4:8) type D-2 (using 40 mm graded crused stone aggregate) as in bed to150 mm bore salt glazed stone ware drain pipe including packing under and haunching against the side of pipe after they are laid and tested complete all as specified and directed by Engineer-in-Charge.

All as per item No 19 above but 200mm dia

All as per item No 19 above but 300mm dia

Returning, filling in, including spreading, leveling, watering and well ramming in layers not exc. 25 cm soft/loose soil complete all as specified and directed by Engineer-in-Charge.

Removing excavated material/soil container vehicle to a distance outside MD land complete all as specified and directed by Engineer-in-Charge.

Plugging minor leakages of SGSW/ RCC pipes 150 mm bore to 300 mm bore pipes by carefully detecting leakage, cleaning outer surface of pipes and plugging with cement mortar 1:2 and/ or PCC 1:2:4 Type B-1 including rubber packing as required at site all as specified and as directed by Engineer-in-Charge. Note:- Excavation, returning filling & removal of surplus soil shall be measured and paid for separately under respective Items).

Excavation over area in mud or liquid mud / sludge (including removing accumulated water nearby from leaking sewage piplines) not exceeding 1.50 m in depth and getting out in soft/loose soil and returning filling in soils etc after repairs of the pipe etc complete all as specified and as directed by Engineer-in-Charge. (for repairing leaking sewage pipelines)

Excavation over area in mud or liquid mud / sludge (including removing accumulated water nearby from leaking sewage pipe lines) exceeding 1.50 m depth but not exceeding 3.00 m in depth and getting out in soft/loose soil and returning filling in soils etc after repairs of the pipe etc complete all as specified and as directed by Engineer-in-charge. (for repairing leaking sewage pipelines).

M&L for Jodhpur stone patti slabs, self faced 7.5cm to 10cm thick, 25cm to 35cm wide, laid dry as in manhole coveres, sizes as directed by Engineer-in-charge complete all as specified and as directed.

Dismantling of stone/ brick work masonry, built in cement mortar including all quions, arches, pillars etc, but excluding ashlar facings, dressed stone work, serviceable stone aside for reuse and removing unserviceable material in low laying area complete all as specified and as directed.

M&L for squared rubble walling jodhpur type, brought upto course, well bonded bedded and solidly hearted, built in cement mortar 1:6 complete all as specified and as directed.

All as per item No 29 above but, except stone complete all as specified and as directed.

Extra over for hammer dressing to face stones with maximum depression on face from a straight edge not exc 20mm and dressing face beds and joints as specified to squared rubble walling,Jodhpur type, brought upto courses complete all as specified and as directed.

Dismantling chain link fencing wiremess of any type

Dismantling posts and struts (wood, steel or RCC) any section, including taking out embeded portion and making good disturb ground complete

Excavation in Post holes each , not exceeding 0.5 Cum, getting out, returning filling in and ramming earth or broken rubble mixed with earth around, in layers n. exc 25 cm , watering, and removing surplus soil to a dist n. exc 50 m and making good surface in any type of soil.

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

S&F Mild steel angle iron post as in fencing posts, cut to length, drilling holes, welding and embedded in concrete complete, including preparation of new or previously untreated steel & iron surfaces of any description, not otherwise described over 10 cm width or girth and apply two coat of synthetic enamel paint over over a coat of red oxide primer complete all as specified and directed.

Fixing only chain link fencing including line wires, any mesh, size and type of standards, rails, straining bolts, etc. incl provision of binding wire.

Supply only chain link fencing of 3.10 mm dia wire made upto into matresses complete all as specified

S&F 40x5 mm thick flat iron as in fastening of chain link fencing fixed to nuts and bolts including holes complete

S&F mild steel screw, nut & bolts including washers (machine made) with hexagonal or square heads at one end and screwed

S&F Mild Steel flat, round or square bar for straining, in available length, cut to length, bent to shape requqired Fe-410W (Gde E-250) quality 'A' complete all as specified and directed.

S&F galvanised 2 strand steel barbed wire 2.24 mm dia barbed with 2 mm dia bars at 75 mm spacing complete all as specified.

Taking down cement plaster, any description, on brick or stone walls etc, including raking out joints, hacking for key, scrubbing down with water etc and disposal of debris complete all as specified and as directed

M&L for rendering 15 mm thick in CM (1:6) over stone masonary, concrete surfaces, finished even and smooth (without using extra cement), complete all as specified and as directed.

Preparation of new plastered/ pointed surfaces of walls etc. & applying three coats of lime white wash complete all as specified and as directed.

Demolition and breaking of drain pipes of 110/75mm size etc complete all as specified & directed.

Supply and fix PVC Pipes single socketed in any length with rubber ring joints, fixed to walls, laid under floors etc. 110 mm bore as in waste and rain water pipes complete all as specified & directed.

Supply and fix PVC bends 110 mm bore, any radius complete all as specified & directed.

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

M&L for cleaning the road surface of dirt, oil/grease spots and foreign materials etc and making strips, straight line, zebra crossing and stop lines by applying thermoplastic reflective paint as in roads marking of min 2.5mm thick single coat as in marking of 100/150 width using HOT Mark thermoplastic paint (HOT APPLICATION) white or golden yellow by indigenous mordern properly road marking machine as directed incl all ingradient such as binder glass beads shall titanium dioxide calcium corbonate inter filler thermoplastic required for glass beads complete as specified and directed by Engr-in-Charge. Make- Sunrise (Slite 2310), Kateline Traffix or Equivelent. Note - Glass beads shall be "Potters" of England/UAE/Austria/ Astralia or Equivelent but Not Chinese.

Demolition of cement concrete (unreinforced) in ground floor not exceeding 15cm thickness below or above ground level including floor finishes and removing debris from the site all as specified and as directed by Engr-in-Charge.

M&L for PCC 1:4:8 type D2, 75 mm thick (using 40 mm graded stone aggregate) as in as in sub base of flooring complete all as specified by Engr-in-Charge.

Providing and laying 60mm thick factory made table vibratory, PU mould, chamfered edge cement concrete coloured paver block of M-35 grade with approved design & pattern as in footpath, drive ways or parking etc; over and including 50mm thick compacted bed of fine sand and proper embedding/ laying of inter locking paver blocks into the sand bedding layer, filling the joints with sand and cutting of paver blocks as required, complete all as specified and as directed.

M&L for Cement concrete 1:2:4 type B1, 75 mm thick (using 20 mm graded stone aggregate) as in kerbs mud stops, rounded or chemfered on edges complete all as specified and directed by Engr-in-Charge.

M&LProviding and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete. all as specified and directed by Engr-in-Charge.

M & L preparation of new/old surface of concrete and applying two coat of synthetic enamel paint over one coat of priming coat.

M&L for Precast cement conc 1:2:4 type B-1 (20mm graded agg) as in manhole/drain covers slabs set in cement mortar 1:4 including necessary form work, Demolition PCC/RCC and placing to desired distance complete all as directed by Engr-in-Charge.

M&L TMT 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

Demolition of reinforced cement concrete jallies any thickness, any types including mouldings etc; and grouted in any types of mortar including removing debris from the site complete all as specified and as directed.

M&L for providing precast cement concrete 1:2:4, type B0 using 12.5mm graded crushed stone aggregate as in precast frame for fixing of RCC louvers & Jallies (measured solid), including all mouldings of shape & design/ pattern as approved of size as required and set in cement mortar 1:4, including making of post holes in any type of surface to fix the frame for RCC Jallies as per site requirement and filled with PCC 1:2:4, complete all as spsecified and as directed.

M&L Providing precast cement concrete louvres and jallies of Type B0 (1:2:4) (12.5 mm graded agregate), 35 mm thick (measured solid), and set in cm 1:6 including all mouldings all as specified and as directed.

M&L for repair to pot holes any depth n. exc 4.00 Sqm each including sweeping free from dust and mud or water, scoring sunken surfaces in road, cutting around edges to at least 25mm in depth, putting in ready mix cold road patching premix as specified for thin premixed carpet (30mm thick) filled up to the top level of existing road , well rammed (including supply of materials) and compacted with hand roller , depth of pot holes not exc 40 mm (averaging 30mm thick). Note:- Pot holes shall be marked by Engineer-in-Charge before commencement of work and the same shall be entered in MB after making good and before laying of cold road patch carpet, complete all as specified and as directed.

Raking out joints/ pointing to squared rubble masonry, coursed or uncoursed in walls, surface channels, etc; built in cement mortar, complete all as specified and as directed.

M&L flush pointing to random rubble masonry, uncoursed or brought upto courses in cement mortar (1:4), complete all as specified and as directed.

S&F Rolled mild steel Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering, Doors etc. to be prepared for hanging or sliding with & including either hooks & hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails & guides) & hanging; also fastening & fixing complete GDE Fe410-0 or Fe 310-O

M&L prep of new steel surfaces & applying 02 coats of syn enamel paint over a coat of red oxide primer. Notes: - (i) The contractor or his represantative will report in complaint cell to receive the complaints in the morning by 0900hrs with necessary daily stores and are required to attend day to day complaints. (ii) The complaints should be attended/ completed within 48hours after receiving the complaint slip failing which penalty of Rs. 500/- will be recovered for each complaint per day from the contractor payment. (iii) The cost of masson, plumber & sweeper should be deemed to be included in the item rates quoted by the contractor nothing will be paid extra for hiring the skilled labour. (iv) All safety measures will be provided by contractor during the working period. If any accident occurs, only the contractor will be held responsible for all. (v) Work place in this subject work more than one story building if any scaffolding required no extra payment made to contractor.

M/S IK CONSTRUCTION (BID ID -3111437)

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Bhagwati Construction Company (BID ID -3123043)