REPAIR / CLEANING OF MANHOLES, SEWAGE LINES, SEPTIC TANKS, SOAKAGE WELLS, WATER STORAGE TANKS AND ALLIED B/R REPAIRS AT NAVAL AIR ENCLAVE, NAUSENA BAGH AND NOFRA UNDER GE NAVY PORBANDAR

Amount

Demolition and breaking up of drain pipe 100mm internal dia of pipe (salt glazed ware, AC or reinforced concrete) set in cement mortar complete all as specified and directed.

Demolition and breaking up of drain pipe 150mm internal dia of pipe (salt glazed ware, AC or reinforced concrete) set in cement mortar complete all as specified and directed.

Demolition and breaking up of drain pipe 200mm internal dia of pipe (salt glazed ware, AC or reinforced concrete) set in cement mortar complete all as specified and directed.

Demolition of Unreinforced Cement Concrete of any description and in any position not otherwise specifically provided complete all as specified and directed.

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

Demolition of brickwork or stone/boulders/block masonry, built in cement mortar including all quoins, arches, pillars, ashlar facing, dressed stonework, precast concrete articles and precast concrete block walling etc. Complete all as specified and directed.

Taking down cement plaster on brick, stone or concrete surface including racking out joints hacking for key scrubbing down with water to receive plaster etc complete all a specified and as directed.

Cleaning and removing all scale and dirt etc from tanks & from mouths of circulating pipes etc of service water/loft tanks in / over roof buildings at different locations of capacities as under:

Capacity not exceeding 250 litres each

Capacity exceeding 251 but not exceeding 500 litres each

Capacity exceeding 501 litres but not exc 1000 litres each

Capacity exceeding 1001 litres but not exc 2000 litres each

Capacity 3700 liters for Sr sailor OHT (G+7)

Capacity 3900 liters for Jr sailor OHT (G+8)

Capacity 56200 liters for Lt Cdr block OHT (G+6) Note for item No. 8: 1. The contractor will write date of cleaning& next due date of cleaning on Tank as directed by the Engr-in-Charge. 2. At the time of cleaning disconnected pipes/fittings shall be reconnected as per existing to make it leak proof complete all as directed by the Engr-in-Charge.

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.

Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing, rubbish off the premises complete all as specified and directed.

Earth work in excavation by mechanical means (Hydraulic excavator) means over areas n.exc 1.5 m wide and n.exc 1.5 m in depth for foundation etc. or shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out and deisposal of excavated earth (ordinary soil) lead upto 50 m and lift upto 1.5m complete as specified and directed.

Earth work in excavation by mechanical means (Hydraulic excavator) means over areas exc 1.5 m wide and n.exc 1.5 m in depth for foundation etc. or shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out and deisposal of excavated earth (ordinary soil) lead upto 50 m and lift upto 1.5m complete as specified and directed.

Earth work in excavation by mechanical means (Hydraulic excavator) means over areas n.exc 1.5 m wide and n.exc 1.5 m in depth for foundation etc. or shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sqm on plan and n exc 1.5 m in depth and getting out and deisposal of excavated earth (ordinary rock) lead upto 50 m and lift upto 1.5m complete as specified and directed.

Earth work in excavation by mechanical means (Hydraulic excavator) means over areas exc 1.5 m depth but n.exc 3.0 m in deep and getting out of excavated earth (ordinary soil) lead upto 50 m and lift upto 1.5m complete as specified and directed.

Earth work in excavation by mechanical means (Hydraulic excavator) means over areas exc 1.5 m depth but n.exc 3.0 m in deep and getting out of excavated earth (ordinary rock) lead upto 50 m and lift upto 1.5m complete as specified and directed.

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

Removing excavated material soils n. exc. 50 m and depositing where directed at a level n. exc. 1.5 m above the starting point complete all as specified and directed.

Removing excavated material soils exc. 250 m and depositing where directed at a level n. exc. 500 m above the starting point complete all as specified and directed.

PCC 1:4:8 type D2 using 40 mm graded crushed stone aggregate as in foundations mass concrete complete all as specified and directed.

Stone masonry walling or squred walling in cm 1:6, brought upto courses using dressed same size Porbandar stone of superior quality complete all as specified and directed.

Stone masonry walling or squred walling in cm 1:6, brought upto courses but except stone complete all as specified and directed. (Serviceable stones retrieved from item No. 6 will be reused).

15 mm thick rendering in cm 1:4 on stone masonary external surfaces or on one side of lathing to be finished even and smooth (without using extra cement) complete all as specified and directed.

15 mm thick rendering in cm 1:6 on stone masonary internal surfaces or on one side of lathing to be finished even and smooth (without using extra cement) complete all as specified and directed.

PCC 1:3:6 type C-2 as in bed to drain pipes of 100mm bore including packing under and haunching against the sides of pipe after they are laid and tested, including filling complete all as specified and directed.

PCC 1:3:6 type C-2 as in bed to drain pipes of 150mm bore including packing under and haunching against the sides of pipe after they are laid and tested, including filling complete all as specified and directed.

PCC 1:3:6 type C-2 as in bed to drain pipes of 200mm bore including packing under and haunching against the sides of pipe after they are laid and tested, including filling complete all as specified and directed.

Reinforced concrete pipes 100mm bore of pipe, class NP2, laid in trenches and jointed complete with collars complete all as specified and directed.

Reinforced concrete pipes 150mm bore of pipe, class NP2, laid in trenches and jointed complete with collars complete all as specified and directed.

Reinforced concrete pipes 200mm bore of pipe, class NP2, laid in trenches and jointed complete with collars complete all as specified and directed.

PCC 1:2:4 type B-1 using (20mm graded crushed stone aggregate) in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, Benching, kneelers, apex stones, bed plates, kerbs, saucer drain(including finishing top surface of drain even and smooth without using extra cement), water troughs and the like including weathering, slightly rounded or chamfered angles and throating, and similar work including use & waste of necessary form work complete all as specified and as directed.

RCC (1:2:4) type B-1 using 20mm graded stone aggregates as in walls, beams and column in floors, roofs, landings, balconies, canopies, deck slab, manhole cover and set in cement mortar (1:4) including necessary form work complete all as specified. (Reinforcement shall be measured & paid separately).

Use and waste of Form work to sides and soffits of suspended slabs such as roof slabs, floor slabs and similar work n exc 200 mm thick (horizontal or sloping) complete all as specified and directed.

Use and waste of Formwork edges to concrete flats, treads, breaks in floor, window cills, concrete railings, openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/PCC bands in walls horizontal or sloping and similar work exc 10cm wide but n exc 20cm wide fair finish complete all as specified.

Mild steel CRS steel bar for reinforcement 10 mm 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 quality complete all as specified.

Factory made RCC manholes cover of concrete M-30 reinforced with steel fiber provided with mild steel rims for protected edges from damage with handles of size 600x600x75mm thick square shape heavy duty confirming to IS-12592 complete all as specified and directed.

Factory made RCC manholes cover of concrete M-30 reinforced with steel fiber provided with mild steel rims for protected edges from damage with handles size 1200x600x75mm thick square shape heavy duty confirming to IS-12592 complete all as specified and directed.

Vitreous China wash down water closet (Pedestal pattern) white with concealed S-Trap/P-trap, 360mm wide, 390mm high and 415 to 445mm long at top including fixing bolt Plastic water closet seat cover white closed pattern with flat bottom and cover and mild steel chromium plated hinging device including connection to drain (or outgoing pipe) and to flushing pipe, antisyphonage pipe, etc complete, fixed in repairs, complete all as specified and directed.

Non skid Ceramic coloured Joint free tiles of size 8mm thick (area of each tile exceeding 0.06 Sqm but n.exc. 0.11 Sqm) as in floor set and jointed in neat cement slurry and pointed in white cement with pigment to match the colour of tiles over and including 15mm thick bedding layering cement mortar (1:6) complete all as specified.

Glazed ceramic tiles, coloured (light colour as approved), of size 300 x 200 x 7mm thick on vertical surfaces such as in skirting / dado etc set and jointed in cement slurry over 10mm thick rendering in cement mortar (1:4) and pointed in white cement with pigment to match the colour of tiles complete all as specified and as directed.

PVC (SWR) pipe 110mm bore single socketed of pressure rating 6kgf/cm2 with rubber ring joint fixed to walls including mild steel stack clamps made out of 50mm x 5mm flat iron and 16mm dia round iron stays including bolts and nuts and securing ends of stays to wall or roof surface fixed in repair / replacement complete all as specified and as directed.

PVC (SWR) pipe 75mm bore single socketed of pressure rating 4kgf/cm2 with rubber ring joint fixed to walls including mild steel stack clamps made out of 50mm x 5mm flat iron and 16mm dia round iron stays including bolts and nuts and securing ends of stays to wall or roof surface fixed in repair / replacement complete all as specified and as directed.

PVC (SWR) pipe 160mm bore single socketed of pressure rating 10kgf/cm2 with rubber ring joint fixed to walls including mild steel stack clamps made out of 50mm x 5mm flat iron and 16mm dia round iron stays including bolts and nuts and securing ends of stays to wall or roof surface fixed in repair / replacement complete all as specified and as directed.

110mm bore PVC (SWR) bends , single / double 'Y' or 'T', with access doors, any radius including fixing clips fixed in repair / replacement complete all as specified and as directed.

160mm bore PVC (SWR) bends, single / double 'Y' or 'T', with access doors, any radius including fixing clips fixed in repair / replacement complete all as specified and as directed.

75mm bore PVC (SWR) bends, single / double 'Y' or 'T', with access doors, any radius including fixing clips fixed in repair / replacement complete all as specified and as directed.

75mm bore PVC (SWR) Junction (single 'T') equal or unequal with access doors, any radius including fixing clips complete all as specified and as directed.

160mm bore PVC (SWR) Junction (single 'T') equal or unequal with access doors, any radius including fixing clips complete all as specified and as directed.

110mm bore PVC (SWR) Junction (single 'T') equal or unequal with access doors, any radius including fixing clips complete all as specified and as directed.

PVC (SWR) branch piece, single (single Y), equal or unequal 110mm dia with rubber ring joints, fixed in repair / replacement complete all as specified and directed.

PVC (SWR) branch piece, single (single Y), equal or unequal 75mm dia with rubber ring joints, fixed in repair / replacement complete all as specified and directed.

Ball valves of 15mm dia high pressure of PTMT with epoxy coated aluminium rod and high density plastic ball screwed for iron pipe fixed in repair / replacement complete all as specified and directed.

Ball valves of 20mm dia high pressure of PTMT with epoxy coated aluminium rod and high density plastic ball screwed for iron pipe fixed in repair / replacement complete all as specified and directed.

Ball valves of 25mm dia high pressure of PTMT with epoxy coated aluminium rod and high density plastic ball screwed for iron pipe fixed in repair / replacement complete all as specified and directed.

Pumping out liquid sludge from septic tank / soak wells / manholes 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 meter length and all necessary T&P with manpower, material and safety equipments.

Digging and taking out sludge from oxidation pond, manholes, septic tank, soak well, gully traps and burried into pits where directed to a distance n.exc 50 meter complete all as specified and directed. Note : The cost of excavating earth pit & returning filling after filling of sludge is deemed to be included in the unit rate quoted.

Cleaning / clearing blocked lines / rain water pipe exc 75mm bore but n.exc 110mm dia (PVC/SGSW/RCC hume pipe) any depth by rodding between manhole to manhole or floor/roof to floor manually or mechanically suction with trally mounted pump set with suction pipe of minimum 60 meter length including pumping out sludge water from manholes and disposal of debries spoils and sludge hygienically complete all as specified and directed.

Cleaning / clearing blocked lines / rain water pipe 150mm bore (PVC/SGSW/RCC hume pipe) any depth by rodding between manhole to manhole manually or mechanically suction with trally mounted pump set with suction pipe of minimum 60 meter length including pumping out sludge water from manholes and disposal of debries spoils and sludge hygienically complete all as specified and directed.

Cleaning / clearing blocked lines / rain water pipe 200mm bore (PVC/SGSW/RCC hume pipe) any depth by rodding between manhole to manhole manually or mechanically suction with trally mounted pump set with suction pipe of minimum 60 meter length including pumping out sludge water from manholes and disposal of debries spoils and sludge hygienically complete all as specified and directed.

Cleaning / clearing blocked sewage lines / traps 50mm dia to 150mm dia (PVC/SGSW/RCC hume pipe) any depth by rodding between WC to first manhole manually or mechanically suction with trally mounted pump set with suction pipe of minimum 60 meter length including pumping out sludge water from manholes and disposal of debries spoils and sludge hygienically complete all as specified and directed. Note for Item No. 56.00 to 59.00 : (i) The contractor / his authorized supervisor of the work will report daily at complaint cell of AGE B/R Porbandar (for Nausena Bagh & NOFRA) at 08:30 AM to receive day to day complaints. (ii) All sewage complaints must be attended immediately on receipt but not later than 24 hours. (iii) Penalty for not attending complaint beyond 24 hours shall be Rs. 200.00 per complaint per day delayed. (iv) Some items of work is to be executed in multistory buildings. The quoted rates deemed to include Multy story factor and nothing extra shall be admissible on this account.

Dismantling of Stone slabs and tiles of any description or thickness in floors, aprons etc. laid, bedded in any mortar complete all as specified.

75mm thick PCC 1:4:8 type D2 using 40 mm graded crushed stone aggregate as in foundations, filling and mass concrete or as in sub base complete all as specified and directed.

Sand filling under floors or foundation including watering complete all as specified and directed.

60mm thickness, M-40 Grade Machine pressed precast concrete interlocking paver block any shape and size conforming to IS 15658-2006 of complete (with grey cement and pigment) over 50 mm thick sand coushioning complete all as specified and directed.

Laying only Machine pressed precast concrete interlocking paver block any shape and size conforming to IS 15658-2006 of complete (with grey cement and pigment) over 50 mm thick sand coushioning complete all as specified and directed. Note :- Tiles taken out vide item No. 60 here-in-efore will be reused.

75mm dia PVC (SWR) Nahani trap / floor trap plain with granting with solvent cement including taking out old Nahahi trap / floor trap complete all as specified and directed.

Preparation of newly plastered surface and applying three coats of white wash on walls complete all as specified.

Cutting into existing sewage line manholes for connecting new drains of any dia of pipe and making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or ¾ section) in cement concrete (1:2:4) type B-1 using 20mm graded crushed stone aggregate finished smooth and reforming benching as required for 150mm dia.complete all as specified.

MS framed work such as grills, gratings, etc with ends of bars shoulders or riveted or forged in to spikes, framed guard bars , rungs ,screen and similar work conforming to Fe 410-0 or Fe 310-0, complete all as specified and as directed.

Preparation of new steel surfaces of any description, over 10cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer on steel surfaces complete all as specified.

Preparation of newly plastered surface and applying two coats of white wash on walls complete all as specified.

SS grating round 100 mm size of fixed with white cement fixed in repair/replacement complete all as specified and directed.

Grating square 150 mm size of PTMT openable type (Minimum weight 100gms) fixed in repair/replacement complete all as specified and directed.

Taking out (desilting) silt, Brick Bats, debris liquid waste sludge in solid/semi-solid state from Manholes including pumping out sludge where ever necessary plugging diverting the flow in the drain, removing removed silt/sludge in deposit away from the edge of manholes, by mechanical means such as jet auger and mechanical vacuum tank as directed including use of safety belt, mask, dry cells torch for lightening inside the manholes and taking similar precautionary measures and removing the sludge etc outside MD land in covered container and cleaning the manholes and surrounding with clean water, and closing the manhole with cover etc all as specified and directed:-

a) Manholes not exceeding depth of 1.0 mtr.

b) Manholes depth exceeding 1.0 mtr but not exceeding 2.0 mtr.

Removal of blockage of sewage line of pipe up to150 mm bore and systematically cleaning the same using necessary tools mechanically or manually such as passing rope knot bamboo kanti , jet auger, pressure tool and mechanical tools of description of required size including safety measures such as mask for gas etc all as per item of cleaning of manholes flushing the pipes with water after removal of blockage as specified and directed.

Removal of blockage of sewage line PVC (SWR) pipes of size up to150 mm, fixed in wall and floor, systematically cleaning the same using necessary tools mechanically or manually such as passing rope knot bamboo kanti , jet auger, pressure tool and mechanical tools of description of required size including safety measures such as mask for gas etc all as per item of cleaning of manholes flushing the pipes with water after removal of blockage as specified and directed.

Taking out silt, brick, debris, liquids waste, sludge in solid / semi solid/ liquid state including complete cleaning of septic tank (bailing out water) and suitably disposing off outside MD land in covered container for the following capacities by mechanical means such as Jet auger and mechanical vacuum tank complete all as specified and directed by Engr-in-Charge.

a) 25 to 49 users capacity

b) 50 to 99 users capacity

b) 100 to 149 users capacity

c) 150 users and above capacity

Cleaning of chocking / blocking of WHB / water closet (Indian/European WC), floor traps, Gully trap using necessary tools and cleaning /washing area and re-fixing the grating, etc in position after completion of job packing with white cement, all as specified and directed.

Loose filling with broken bricks of gauge 40 to 80 mm in soakage pits, soakage wells etc including removal of old filling materials complete all as specified.

JAY BHARAT METAL SUPPLIERS

SANVI ASSOCIATES

SURESH ELECTRICALS

shree chamunda enterprise

SHREEJI ENTERPRISE

AADESH CONSTRUCTION

OM ENTERPRISE

Vastushilp Building Designer