8336 REP/REPL TO SEWAGE LINE MANHOLE COMPLAINTS IN MD ACCN AND OTM ACCN OF SAIBABA COMPLEX 4RMC No. 1 LINE MI LINE CH COMPLEX LOWER HOSPITAL ROAD KT LINE ALC QTR WANWARIE ROAD GWALIOR LINE POWD ROAD MINTSD AND EME BN UNDER AGE BR II SOUTH PUNE

Amount

Attending day to day complaints of Cleaning of all blockage of any type of sewage line i.e. branch sewer line, main sewer line etc, manholes of any size and depth, in any situation by way of cleaning/desludging by manually or mechanically or by way of any other suitable means including foreign materials as well as rodding (full through) of sewer lines and between the blocked manholes where required and ordered by Engineer-in-charge and keeping the sewage line all time functional ,cleaning traps, water closet, soil waste/vent pipe, gully traps etc complete upto final drop out let into septic tanks and soakage well (working in foul condition with taking precautionary measures with necessary equipment as required or applicable by deploying 02 Nos of safaiwala for 08 hrs working complete all as directed by Engr-in-Charge .

[Note for Sr. Item No. 1.00 above : (i) The sludge removed from the manholes and sewage line shall be removed to out side MD land complete all as directed by Engr-in-Charge. (ii) Each Job shall contain various complaints of sewage/cleaning done by 02 Nos of safaiwala for 08 hrs working complete recieved by the office each day (iii) Complaint shall be completed on same day (handed over till 1600 Hrs) (iv) If safaiwala not attended complaint within time frame mentioned above, 50% shall be deducted from job completed by him per day (v) The contractor shall be responsible to maintain daily job completed by the safaiwala deputed by him in the subject work and obtain the signature of I/C complaint cell / Engr-in-charge daily at 1700 hours on all working days]

Excavation in trenches not exc 1.5m wide and n.exc 1.5m in depth for foundations, and getting out in in soft/loose soil complete all as specified and as directed.

Excavation in trenches not exc 1.5m wide and n.exc 1.5m in depth for foundations, and getting out in in hard/dense soil complete all as specified and as directed.

Excavation in trenches exc 1.5 & not exc 3mtr in depth for foundation and getting out in hard/dense soil complete all as specified and as directed.

S&F for 150mm bore reinforced concrete pipes, class NP2, laid and jointed complete with collars including demolition and breaking up RCC, SWG, CPVC drain pipe complete all as specified and as directed. (Note :- Laying of sewage line in running sewage water & temporary diversion /plugged of existing sewage line & bailing of sewage water and removing demolished pipe including from the site are the responsibility of contractor and the rate for the same is seems to be included in the contract)

M&L for Concrete bed to drain pipes including forming cradles in PCC 1:4:8 type D2 using 40mm graded agg as in bed to drain pipes of 150mm bore complete all as specified and as directed.

S&F for 200mm bore reinforced concrete pipes, class NP2, laid and jointed complete with collars including deomolition and breaking up RCC, SWG, CPVC drain pipe complete all as specified and as directed. (Note :- Laying of sewage line in running sewage water & temporary diversion /plugged of existing sewage line & bailing of sewage water and removing demolished pipe including from the site are the responsibility of contractor and the rate for the same is seems to be included in the contract)

M&L for Concrete bed to drain pipes including forming cradles in PCC 1:4:8 type D2 using 40mm graded agg as in bed to drain pipes of 200mm bore complete all as specified and as directed.

S&F for 250mm bore reinforced concrete pipes, class NP2, laid and jointed complete with collars including demolition and breaking up RCC, SWG, CPVC drain pipe complete all as specified and as directed. (Note :- Laying of sewage line in running sewage water & temporary diversion /plugged of existing sewage line & bailing of sewage water and removing demolished pipe including from the site are the responsibility of contractor and the rate for the same is seems to be included in the contract)

M&L for Concrete bed to drain pipes including forming cradles in PCC 1:4:8 type D2 using 40mm graded agg as in bed to drain pipes of 250mm bore complete all as specified and as directed.

S&F for 300mm bore reinforced concrete pipes, class NP2, laid and jointed complete with collars including deomolition and breaking up RCC, SWG, CPVC drain pipe complete all as specified and as directed. (Note :-Laying of sewage line in running sewage water & temporary diversion /plugged of existing sewage line & bailing of sewage water and removing demolished pipe including from the site are the responsibility of contractor and the rate for the same is seems to be included in the contract)

M&L for Concrete bed to drain pipes including forming cradles in PCC 1:4:8 type D2 using 40mm graded agg as in bed to drain pipes of 300mm bore complete all as specified and as directed.

Removing the building materials and brokan pieps, debris exc. 1.50 km but n exc. 10 km and depositing where directed above the starting point.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25cm in soil complete all as specified and as directed

Removing the excavated materials exceeding 50mtr but not exc 250 mtr and depositing where directed at a level not exc 1.5 mtr above the starting point all as specified and directed.

Scooping & taking out sludge and foreign materials from septic tank, soak wells of any description and depth including removing and refixing of accessories and appliances required for safe disposal of sludge, sullage and foreign materials either by carrying the same in covered van/trolley outside defence land and it should be disposed off at such place which is not determinated to public health. (Note :- Depth after bailing out water and the rate quoted is inclusive considered for measurement shall be of cost required for bailing out water.)

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 reforming benching as required, for the 150mm bore internal dia of pipe all as specified and as directed

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 reforming benching as required, for the 200mm bore internal dia of pipe all as specified and as directed

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 reforming benching as required, for the 250mm bore internal dia of pipe all as specified and as directed

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 reforming benching as required, for the 300mm bore internal dia of pipe all as specified and as directed

S&F in repairs PVC gully traps, square 125/110mm size with grating including jointing to waste pipe in cement joint, dia of outlet 100mm complete all as specified and directed.

S&F in repairs cast iron floor/Nahani trap with grating 100mm dia including jointing to waste pipe fixed in cement concrete type (1:2:4) type B-1 including removing old traps complete all as specified and as directed.

M&L for providing precast RCC (1:2:4) type B1 using 20 mm graded stone aggregate in Manholes covers set in CM 1:4 incl dismantling old RCC cover complete all as specified and as directed.

S&F MS TMT bars upto 10mm dia cut to length, bent to shape required including cranking, bending , binding, hooking ends abd binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and as directed.

M&L for PCC (1:4:8) type D-2 as in foundations, filling in mass concrete etc. including demolition of existing concete complete all as specified and as directed.

M & L for brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in CM (1:6) including dismantling of old brick/block work complete all as specified & directed.

M&L for pre-cast cement concrete block masonry 1:3:6 type C-1 using 20mm graded aggregatesetting in CM 1:6 with solid blocks, exc. 10 cm in width including dismantling of old brick/block, complete all as specified and as directed.

Extra for forming fair finished drain or channels 30 cm inner girth in cement, concrete using extra cement including forms, moulds, mitred/stopped ends in manholes (inner girth only measured) complete all as specified and as directed.

M&L for rendering 15 mm thick in cement mortar (1:4) on fair faces of brick/block work or concrete surfaces finished even and smooth (without using extra lime or cement) incl taking down cement plaster on brick/block walling complete all as specified and as directed

M&L Rendering 15 mm thick in cement mortar (1:4) on fair faces of brick/block work or concrete surfaces finished even and smooth (without using extra lime or cement) complete all as specified and as directed

S&F in repair PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to wall or laid in floors/in earth of 110 mm bore including demollition and breaking of drain pipes complete all as specified and as directed.

S&F in repair PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to wall or laid in floors/in earth of 75 mm bore including demollition and breaking of drain pipes complete all as specified and as directed.

Taking down and refixing of old PVC pipes single socketed in any length with rubber ring joints fixed to walls or laid in floors of 110mm bore complete all as specified and as directed.

Taking down and refixing of old PVC pipes single socketed in any length with rubber ring joints fixed to walls or laid in floors of 75mm dia.

S&F in repair PVC (SWR) bends plain 110 mm bore complete all as specified and as directed.

S&F in repair PVC(SWR) bends plain 75mm bore complete all as specified and as directed.

S&F PVC (SWR) bends with oval access door of 110 mm bore complete all as specified and as directed.

S&F in repair PVC (SWR) bends with oval access door of 75 mm bore complete all as specified and as directed.

S&F in repair PVC SWR Branch piece single (Single Y) equal or unequal 110mm dia with door access complete all as specified and as directed.

S&F in repair PVC SWR Branch piece single (Single Y) equal or unequal 75 mm dia with door access complete all as specified and as directed.

S&F in repair PVC (SWR) of 110mm dia junction single (single 'T') equal or unequal with door access complete all as specified and as directed.

S&F in repair PVC (SWR) of 75 mm dia junction single (single 'T') equal or unequal with door access complete all as specified and as directed.

S&F in repair for 110 mm dia PVC SWR vent cowl complete all as specified and as directed.

S&F in repair for 75 mm dia PVC SWR vent cowl complete all as specified and as directed.

M&L for 75mm thick PCC (1:4:8) type D-2 (using 40mm graded stone aggregate) as in sub base / flooring incl demoiltion of existing PCC complete all as specified and as directed.

M&L for 40mm thick PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) as in flooring incl demolition of pcc complete all as specified and as directed.

M&L for precast coloured, chequered cement concrete tiles, glossy finish of size 400 x 400mm x 25mm thick, conforming to IS-1237 (2006) set jointed and pointed in neat cement slurry in floor laid over and including 20mm thick screed bed in CM (1:6) incl demolition of old stne slab/tiles of any description complete all as specified and as directed.

M&L for PCC 1:3:6 type C-2, (using 40mm graded stone aggregate) of 75mm thick, laid in alternate bays including finishing the surfaces even and smooth using extra cement incl demoiltion of existing PCC complete all as specified and as directed.

M&L for PCC 1:2:4 type B-1, (using 20mm graded stone aggregate)as in surface channels and drains incl all moulds and forms incl demoiltion of existing PCC all as specified and directed.

M&L for precast cement concrete interlocking paver blocks, coloured, glossy finish with any shape and size conforming to IS-15658-2006, 60mm thick, M-35 grade, laid over & including 25mm thick stone dust/grit incl demolition of old stne slab/tiles of any description all as specified and as directed.

S&F in repair high density 40mm bore polythylene pipes (HDPE) of pressure rating 6 kg/cm2 fixed complete to wall or in floors with necessary socket, elbow & bend etc complete fixed to wall or in floors etc all as complete and directed.

M&L for PCC (1:2:4) type B-1 using 20 mm stone graded aggregate as in coping etc complete all as specified and as directed.

S & F in repair 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 (Note :- Each line wire to be measured)

Dismantling posts or struts (wood, steel or R.C.C.) any section, including taking out embedded portion in cement concrete and making good disturbed ground complete all as specified and as directed.

Supply & Fixing 4mm 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 including dismantling of existing fencing complete all as specified and as directed.

Supply & Fixing MS work in 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 as directed.

Supply & Fixing MS framed work such as grills, gratings, etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe-290, Gde-E-165 complete including dismantling of old steel/iron all as specified and as directed.

Supply & Fixing MS framed work such as framed and hung as gates, including pintle hinges, stops, hand-made sliding bolts, etc with ends of bars shouldered and/or riveted, or forged into spikes and similar work con- forming to Fe.290.Gde-E-165 including dismantling of old steel/iron complete all as specified and as directed.

Material and labour for preparation of new steel surfaces of any description over 10 cm width or girth not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and as directed.

M&L for precast factory made manhole cover with frame of low duty, of size Square/rectangular/circular area of each cover exc. 0.35 Sqm and n.exc. 0.75 Sqm, 75mm thick with SFRC concreting including groove and hook arrangement for lifting and placing in position and sides covered by MS sheet with necessary collars all as specified and directed

M&L for precast factory made manhole cover with frame of heavy duty having mild steel strip, of size Square/ rectangular/ circular area of each cover exc. 0.35 Sqm and n.exc. 0.75 Sqm, 75mm thick with SFRC concreting including groove and hook arrangement for lifting and placing in position and sides covered by MS sheet with necessary collars all as specified and directed

M/s.BAJRANG CONSTRUCTION

L.K.R.TIWARI CONSTRUCTION

TULSAYA CONSTRUCTION

Gauri Associates

Takshashila electricals