Tender For Repair / Replacement Of Damaged Sewerage Line Including Manholes, Cleaning Of Septic Tank And Clearing Of Sewage Blockage Line And Other Connected Misc B/R Items At Moora, Nsv And 23 Mhada Area At maintenance of (Mb) Ghatkopar Under Ge (Nw
Tender Overview
Project Description
Tender for Repair / Replacement Of Damaged Sewerage Line Including Manholes, Cleaning Of Septic Tank And Clearing Of Sewage Blockage Line And Other Connected Misc B/R Items At Moora, Nsv And 23 Mhada Area At maintenance of (Mb) Ghatkopar Under Ge (Nw) Bhandup
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m depth for manholes and sewar lines etc not exceeding 10 sqm on plan and not exceeding 1.5m in depth and getting out for hard / dense soil complete all as specifed and directed. |
| 2 | Demolition and breaking up 150mm drain pipes (Salt glazed ware, AC or reinforced concrete) set in cement mortar including bed concrete and removal of debris including sludge if any outside MD land complete all as specified and directed. |
| 3 | M & L for concrete bed to 150 mm dia pipes of cement mortar (1:3:6) type C-2 including packing under and haunching against the side of pipes after they are laid and tested complete all as specifed and directed. |
| 4 | M & L for reinforced concrete pipes class NP-2,150 mm dia laid and jointed complete with collars and complete all as specifed and directed. |
| 5 | Demolition and breaking up 200mm drain pipes (Salt glazed ware, AC or reinforced concrete) set in cement mortar including bed concrete and removal of debris including sludge if any and outside MD land complete all as specified and directed. |
| 6 | M & L for concrete bed to 200 mm dia pipes of cement mortar (1:3:6) type C-2 including packing under and haunching against the side of pipes after they are laid and tested complete all as specifed and directed. |
| 7 | M & L for reinforced concrete pipes class NP-2, 200 mm dia laid and jointed complete with collars and complete all as specifed and directed. |
| 8 | Demolition and breaking up 300mm drain pipes (Salt glazed ware, AC or reinforced concrete) set in cement mortar including bed concrete and removal of debris including sludge if any outside MD land complete all as specified and directed. |
| 9 | M & L for concrete bed to 300 mm dia pipes of cement mortar (1:3:6) type C-2 including packing under and haunching against the side of pipes after they are laid and tested complete all as specifed and directed. |
| 10 | M & L for reinforced concrete pipes class NP-2, 300 mm dia laid and jointed complete with collars and complete all as specifed and directed. |
| 11 | Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25 cm in hard / dense soil complete all as specifed and directed. |
| 12 | Removing excavated soils exceeding 1.5 km but not exceeding 5 km and depositing where directed complete all as specified and directed. |
| 13 | S & F in repair 75mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints, fixed to wall complete all as specified and directed. |
| 14 | S & F in repair 110mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints, fixed to wall complete all as specified and directed. |
| 15 | S & F 75 mm bore PVC (SWR) bends of any radius complete all as specified and directed. |
| 16 | S & F 110 mm bore PVC (SWR) tee of any radius complete all as specified and directed. |
| 17 | S & F 110 mm bore PVC (SWR) bends of any radius complete all as specified and directed. |
| 18 | Cutting to existing manhole dia of pipe in 100 mm for connectingn 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 B1 smooth finished and reforming benching as required complete all as specified and directed. |
| 19 | All as per item no. 18 above but for 150mm dia of pipe complete all as specified and directed. |
| 20 | All as per item no. 18 above but for 200mm dia of pipe complete all as specified and directed. |
| 21 | All as per item no. 18 above but for 300mm dia of pipe complete all as specified and directed. |
| 22 | Dismantling water tanks 250 litre & not exceeding 500 litre and removing to store all retrieved material complete all as specified and directed. |
| 23 | Dismantling water tanks 500 litre and not exceeding 1000 litre and removing to store all retrieved material complete all as specified and directed. |
| 24 | Dismantling water tanks 1000 litre and not exceeding 2000 litre and removing to store all retrieved material complete all as specified and directed. |
| 25 | S & F in repairs 500 ltrs Rotational mould polyethylene water storage tanks (cylinderical vertical with closed top) hoisted and fixed in position all as specified in SSR part-I complete all as specified and directed. |
| 26 | S & F in repairs 1000 ltrs Rotational mould polyethylene water storage tanks (cylinderical vertical with closed top) hoisted and fixed in position all as specified in SSR part-I complete all as specified and directed. |
| 27 | S & F in repairs 2000 ltrs Rotational moulded polyethylene water storage tanks (cylinderical vertical with closed top) hoisted and fixed in position all as specified in SSR part-I complete all as specified and as directed. |
| 28 | S & F in repair 20 mm dia ball valve high pressure of PTMT with epoxy coated aluminium rod and high density plastic ball screwed for iron pipe 20 mm dia (minimum weight - 210 gm) complete all as specified and directed. |
| 29 | All as per item no. 28 above but of size 25 mm dia complete all as specified and directed. |
| 30 | All as per item no. 28 above but of size 40 mm dia complete all as specified and directed. |
| 31 | Taking up or down 15mm steel tubing and connection, removing clear off site after credit for the same is recovered by the dept., complete all as specified and directed. |
| 32 | Taking up or down 20mm steel tubing and connection, removing clear off site after credit for the same is recovered by the dept., complete all as specified and directed. |
| 33 | Taking up or down 25mm steel tubing and connection, removing clear off site after credit for the same is recovered by the dept., complete all as specified and directed. |
| 34 | Taking up or down 40mm steel tubing and connection, removing clear off site after credit for the same is recovered by the dept., complete all as specified and directed. |
| 35 | S & F 15mm bore U-PVC pipes of pressure rating 10kg/sqcm fixed complete to walls, ceiling or in floor etc. with all fittings complete all as specified and directed. |
| 36 | All as per item no. 35 bove but 20 mm bore complete all as specified and directed. |
| 37 | All as per item no. 35 bove but 25 mm bore complete all as specified and directed. |
| 38 | All as per item no. 35 bove but 40 mm bore complete all as specified and directed. |
| 39 | S & F in repair for gun metal globe or gate valves with iron wheel head, screwed both ends for iron pipe & fixed of size 25 mm bore complete all as specified and directed. |
| 40 | S & F in repair for gun metal globe or gate valves with iron wheel head, screwed both ends for iron pipe & fixed of size 40 mm bore complete all as specified and directed. |
| 41 | Carrying out maintenance of entire sewage system of MO (MB) Ghatkoper area by cleaning/clearing/ blocked sewage lines not exceeding 150mm, 200mm & 300mm and removal of foreign material from inside the,floor trap, Nahani trap, Gully trap and drainage pipe,& re-fixing manhole covers without damaging etc, including clearing spot blockages (PVC/ SGSW/RCC hume pipe) any depth by rodding manually including pumping out sludge, water from trap etc including providing trolley mounted pump set with suction pipe of adequate length and minimum 60 metre delivery pipe etc, daily at 0830 hrs to 1700 hrs including disposal of debris, spoils and sludge hygienically complete all as specified and directed.Notes : (a) Sludge/de-composed materials obtained from cleaning shall be removed outside MD land by mechnical sewage cleaning tankers specified and directed by Engineer-in-Charge. (b) Rate inclusive of clearing away all grass vegetation, saplings shurbs and trees not exceeding 30 cm girth upto 3 mtrs alround the septic tank/main holes and removing rubbish upto a distance of 50 mtrs outside the periphery of the area. (c) One safaiwala and one mazdoor shall be detailed daily for MO (MB) Ghatkoper area for the purpose of rendering the entire sewage system functional through out the contract period. In case of failure compensation will be recovered as specified in respective PS Clause. (d) In case of blockage of sewage system the complaint shall be rectified within three hours from the time of intimation. (e) The rates quoted shall be deemed for attending day to day complaint basis and make functional the entire sewage system for the period of one month at MHADA 23A & MO (MB) Ghatkoper area. (f) The contractor / his authorised supervisor of the work will report daily at complaint cell MO (MB) Ghatkopar area at 0830 Hours to receive day to day complaints..(g) Recovery (Penalty) for not attending complaint beyond 24 hours shall be Rs 200.00 per complaint per day delayed. |
| 42 | Cleaning/clearing blocked sewage lines size upto 100mm bore and not exceeding 300 mm bore and sludge chambers (PVC/ SGSW/RCC hume pipe) gully trap of size and shape upto any depth by pumping out /removing liquid waste / sewage, plugging the ends pipe or diverting the flow into drains if necessary, removing silt, sludge etc, sprinking bleaching powder on the silt to avoid bad smell including all precautionary and safety measures such as sefety belts, lighting arrangements face mask etc and removing the same (silt, sludge & other waste material) leak proof trucks covered with tarpoline to out side of MD land all as per existing rules and regulations of civil authorities and flushing the sewer line with fresh water etc complete all as specified and directed. Note :- Length of sewage line including chambers, traps etc will be measured for payment. However cleaning of manholes shall be measured separately under appropriate item. |
| 43 | Cleaninig & desilting of manholes depth size up to 1.5 mtr depth by pumping ot /removing liquid waste / sewage & plugging the ends sewer pipes or diverting the flow into drains if necessary removing silt, sludge etc sprinkimg bleaching powder on the silt to avoid bad smell including all precautionary and safety measures, such as safety belts, lighting arrangements face mask etc and removing the same (silt, sludge & other waste material) in leak proof trucks covered with tarpaulin to outside of MD land all as per existing rules and regulations of civil authorities and cleaning the manholes with fresh water etc complete all as specified and directed by Engineer-in-charge. |
| 44 | Cleaninig & desilting of manholes depth size up to 3.0 mtr depth by pumping ot / removing liquid waste / sewage & plugging the ends sewer pipes or diverting the flow into drains if necessary removing silt, sludge etc sprinkling bleaching powder on the silt to avoid bad smell including all precautionary and safety measures, such as safety belts, lighting arrangements face mask etc and removing the same (silt, sludge & other waste material) in leak proof trucks covered with tarpaulin to outside of MD land all as per existing rules and regulations of civil authorities and cleaning the manholes with fresh water etc complete all as specified and directed by Engineer-in-charge. |
| 45 | Pumping out of liquid sludge etc, from septic tank / soak well / manhole any depth complete all as specified and directed.Note- The unit rate quoted under this item shall deemed to include the arrangements of sewage pump and delivery pipe minimum 60 mtr length and all necessary T&P with man and material and safety equipment etc. |
| 46 | M & L for Cleaning and desilting of area strom water closed drainage / culvert of inner girth up to & including 450 mm of any depth including removal of cover slab and refixing of cover in position and making good all as directed at site including removal of silt / waste materials outside MD Land complete all as specifed and directed. |
| 47 | M & L for Cleaning and desilting of area storm water closed drainage / culvert of inner girth above 450 mm of any depth including removal of cover slab and refixing of cover in position and making good all as directed at site including removal of silt / waste materials outside MD Land complete all as specifed and directed. |
| 48 | Dismantling of MS works of any description such as, ladders, gates work, grating etc, including necessary straightening of bends complete all as specified and directed. |
| 49 | Demolition of RCC of any description and in any position not otherwise specifically provided reinforced (reinforcement of cut as required to facilasite demolition etc) including removal of demolished materials outside of MD land complete all as specifed and directed. |
| 50 | M & L Precast cement concrete in (1:2:4) type B-1 (20mm graded aggregate) as in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces etc complete all as specifed and directed. |
| 51 | S & F mild steel TMT bars 10 mm dia over, cut to length, bent to shape required including crancking bending spirally for hooping for columns hooking ends and binding with and including mild steel wire non less than 0.9 mm dia securing with clips in quality complete all as specifed and directed. |
| 52 | All as per item no. 51 above here in before but 6mm to 8mm dia quality confirming complete all as specified and directed. |
| 53 | Dismantling cast iron of any description etc complete all as specified and directed |
| 54 | S & F Cast iron work grade FG 150, unmachined in bracket, over head tank covers with brackets, gully traps, grating, railing, frames, manhole covers, fire and soot doors, dampers, stop valve boxes, gate stops, parts of ranges, balusters exceeding 5kg each and similar articles complete all as specified and directed. |
| 55 | M & L for providing factory made RCC precast cement concrete grade M-30 cover slab of size 450mm x 900mm x 75mm thick size set in cement mortar (1:6) including reinforcement of 8mm dia deformed bars @150mm c/c both ways etc, complete all as specified and directed. |
| 56 | M & L for providing factory made RCC precast cement concrete grade M-30 cover slab of size 600mm x 900mm x 75mm thick size set in cement mortar (1:6) including reinforcement of 8mm dia deformed bars @150mm c/c both ways etc, complete all as specified and directed. |
| 57 | S & F Mild steel work of framed brackets of Angles and ladder of watertanks and similar work flats cut to shape, drilled and countersunk for screw, as in supports for stiffening of fencing, grating of open drain and including bending, welding angles as necessary similar works confirming to Fe 290 or Gde-E165 and complete all as specifed and directed. |
| 58 | M & L for preparation of new surfaces of steel, of any description, not otherwise described, over 10 cm in width or girth and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and directed. |
| 59 | Dismantling floor, hearth or wall tiling including cement mortar bedding but not backing complete all as specified and directed. |
| 60 | M & L for non skid coloured ceramic tiles 7 to 8 mm thick (square/rectangular) area of each tiles exceeding 0.06 sqm but not exceeding 0.11 sqm in floors etc set and jointed in neat cement slurry and pointed with white /coloured cement to match over and including 15mm thick screed bet of CM (1:6) complete all as specified and directed. |
| 61 | M & L for glazed ceramic coloured tiles in vertical surfaces size 6 to 7 mm thick 300 x 200 mm set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 10mm thick screed bed of CM (1:6) complete all as specified and directed. |
| 62 | S & F in repair vitreous chine squatting pan Orissa pattern size 580 x 440 mm white with 'P' or 'S' trap front or back inlet including footrest (excluding fluxing cistern and flush pipe) complete all as specified and directed. |
| 63 | Supply and fix in repair 10 litre, PVC, valveless, syphonic action type, flushing cistern, low level / high level including inlet, ball valve, float and handle including brackets etc, complete all as specified and directed. |
| 64 | Demolition of brick work or stone boulder masonry, built in cement mortar or cement lime mortar including all quoins, arches, pillars etc, but excluding ashlar facings, dressed stone work and precast concrete articles complete all as specifed and directed. |
| 65 | M & L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar (1:6) complete all as specified and directed. |
| 66 | All as per item 65 above but except stones complete all as specified and directed. Note - Serviceable stones obtained vide item No 65 shall be reused after removing mortar and cleaning with water complete all as specifed and directed. |
| 67 | M & L for extra over stone walling for hammer dressing to face stone and dressing face beds and joints as specified of random rubble walling uncoursed or brought upto courses surface not exceeding 20 mm complete all as specifed and directed. |
| 68 | M & L for raised pointing in cement mortar in CM (1:4) to random or polygonal rubble uncoursed or brought up to courses complete all as specifed and directed. |
| 69 | M & L for 20 mm thick brocken glass coping in cement morter 1:3 on top of wall |
| 70 | M & L for 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 specifed and directed. |
| 71 | Taking down cement or cement lime mortar plaster, any description on brick or stone walls etc, including rackingout joints, hacking for key, scrubbing down with water etc complete all as specifed and directed. |
| 72 | M & L for rendering 10 mm thick in CM (1:6) on brick walls surface finishing even and smooth (without using extra cement) etc complete all as specified and directed. |
| 73 | Material and labour rendering 15mm thick in cement plaster (1:4) on fair faces of brick work or concrete surfaces finishes the surfaces even and smooth without extra cement coat including using water proofing compound 2% by weight of cement etc complete all as specified & directed. Note:-Supply only water proofing compound will be measured and paid separately. |
| 74 | Supply only integral water proofing compound complete all as specified and directed. |
| 75 | M & L for applying three coats of white wash on wall including preparation of plastered or un-plastered surfaces of walls, complete all as specified and directed. |
| 76 | M & L for preparation of new plastered surfaces on walls, chajjas, filling of hair line cracks with white cement and applying two coats of 100% anti fungal weather resistant acrylic paint over a coat of acrylic primer in approved shade and as per manufacturer's instructions including necessary scaffolding complete all as specified and directed. |
| 77 | Demolition of concrete in ground floors (unreinforced) and paving not exceeding 15 cm thickness (below or above ground level) and removal of rubbish / demolished materials outside of MD land complete all as specified and directed. |
| 78 | M & L for cement concrete type (1:4:8) D-2 using 40 mm graded stone aggregate in filling foundation, sub base of floor and mass concrete complete all as specifed and directed. |
| 79 | M & L for cement concrete (1:2:4) type B-1, (20mm graded aggregate) as in surface channels and drains etc complete all as specified and directed. |
| 80 | M & L for providing 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. |
| 81 | M & L for 75 mm thick cement concrete (1:3:6) type C-1, (20 mm graded stone aggregate) as in plinth protection, path complete all as specified and directed. |
| 82 | M & L for 100 mm thick cement concrete (1:2:4) type B-1, (20 mm graded stone aggregate) as in hardstanding, path etc including finishing cement concrete surface even and smooth without using extra cement complete all as specified and directed. |
| 83 | M & L for PCC (1:4:8) type C-2 (using 40mm graded crushed stone aggregate) as in sub base (75mm thick) finished even and fair complete all as specified and directed. |
| 84 | M & L in repair for 60mm thick Machine pressed precast paver block M-35 grade laid over sand cushioning after consolidation set and levelled the paver block on proper level with interlocking and size conforming to IS 15658-2006 with grey cement and pigment (LAQUER FINISH) etc complete all as specified and directed Note: Sand cushioning will be measured and paid separately. |
| 85 | M & L in repair for 80mm thick Machine pressed precast paver block M-40 grade laid over sand cushioning after consolidation set and levelled the paver block on proper level with interlocking and size conforming to IS 15658-2006 with grey cement and pigment (LAQUER FINISH) etc complete all as specified and directed Note: Sand cushioning will be measured and paid separately. |
| 86 | Supply only sand cusion for paver blocks complete all as specified and directed. |
| 87 | M & L for 25 mm thick PCC (1:2:4) type B0, using 12.5mm graded aggregate as in floors to receive surface of tile complete all as specified and directed. |
| 88 | M & L for screed bed or bedding layer of mortar, 20 mm thick, in cement mortar (1:6), for laying floor finishes / tiles complete all as specified and directed. |
| 89 | M & L in repair for coloured glazed chequered liquid finish cement concrete tile 30cm x 30cm x 25cm thick with mixture of grey and white cement in equal proportions and no pigment set & jointed in neat cement slurry & pointed in coloured cement to match the shade of tiles complete all as specified and directed. |
| 90 | S & F of razer type concertina coil, 9 SWG hot galvanied spring tensile wire 145 to 150 newton per square mm, zinc coating 250-300 gram per sqm dia of coil when unstretched 610mm minimum no of coil 10 per RM affter laying hot dip galvanised razer ribbon tape of size 0.50mm thick 19mm wide before wrapping of central corewise fixed with 1.66mm thk GI clips 25 nos per running meter and special nut bolt hold Z coil together and extra two rows parrel wire of 10 gauge complete all as specified and directed by EIC including dismantling of razer type concertina coil with two parallel rows of wire and removing the debris outside MD land complete all as specified and directed. |
| 91 | S & F of Galvanised 2 strand steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacing and straining and fixing to any type of standard rails, straining bolts including securing of typing at crossings with provision of galvanised mild steel wire staple or steel pin as directed (each line of wire to be measured) complete all as specified and directed. |
| 92 | S & F in repair pre-coated galvalume aluminium zinc coating AZ - 150 GI based corrugated steel sheet 0.50 mm thick of any colour having tensile strength of 550 mpa as in roof covering / cladding to wall, fixed with self tapping screws complete all as specified and directed. |
| 93 | S & F in reapir stainless steel railing special alloy (grade 304) pipe 1.50 mm thick and any dia of pipe, including necessary cutting, notching organ welding, grinding and drilling counter sunk holes and bending required shape by mechanical means in factory as per requirement without forming wrinkles and butting polishing complete all as specified and directed. |
| 94 | S & F in repair MS steel work in tubular trusses for sign board posts including special shaped washer etc. using ERW or induction butt welded tubes conforming to I. S 1161-1979 grade St.-240, complete all as specified and directed |
| 95 | Cleaning of PVC water tank at any height (on accessible / inaccessible roofs) by removing all scale, dirt, mud, any foreign material and removing accumulated silt, other dirty substance, algae, fungus and other bacterial material from sides/bottom of tank, cleaning shall be done by draining / pumping out water / sludes from bottom removing edge and another growth from wall / floor / roof by high pressure cleaning method with jet set and again cleaning the tank with fresh water. Disinfecting by using UV radiator and approved chemical (chloriten). After cleaning writing letter/ figures on black ground with white enamel paint of any capacity. Cleaning of PVC water tank shall be done every six months:- (i) Date of cleaning. (ii) Next due date of cleaning. (iii) Remove of the existing lettering / figures completely. Please Enable Macros to View BoQ information |
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