LEAKAGE/ SEEPAGE AND REPAIR TO ROOFS BALCONY CHHAJJAS PARAPET WALL IN VIKRAM VIHAR (OFFRS MD ACCN) AND VASANT RANGE COLONY (JCOS/ORS MD ACCN) AND CLEANING AND REPAIR TO SEWAGE LINE MANHOLE AT VASANT RANGE COLONY AND 10 JAK LI UNDER AGE B/R-I (S) UNDE

Amount

Demolition of cement concrete (un-reinforced ) of any description in ground floors and paving not exceeding 15 cm thick (below or above the ground level) complete all as specified and directed by Engineer-in-Charge.

M&L for cement concrete type B0 (1:2:4) (12.5 mm graded aggregate) in roof kerbs or mud stops, rounded or chamfered on edges, complete all as specified and directed by Engineer-in-Charge.

M&L for Cement concrete type B1(1:2:4) ( using 20 mm graded stone aggregate ) as in coppings, parapat and railings up to 60 cm in height) including necessary form work complete all as specified and directed by Engineer-in-Charge.

Racking out cement joints/ pointing to brick work or brick tiles laid flate, in floors, surface channels , roofs etc complete all as specified and directed by Engineer-in-Charge.

M&L for Flush pointing in cement mortar (1:3) to brick laid flat or brick tiles in roofs etc complete all as specified and directed by Engineer-in-Charge.

M&L for Cement concrete Type C2 (1:3:6) using, 40 mm graded stone aggregate of thickness 75 mm, as in plingth protection, finished even and smooth w/o using extra cement complete all as specified and directed by Engineer-in-Charge.

Taking down eaves gutters and rain water pipes (any size or pattern) , including all fittings , heads, shoes, bends,swann necks, etc including cleaning or refixing or removal to store complete all as specified and directed by Engineer-in-Charge.

S&F PVC (SWR) pipes 110 mm bore single socketed ,in any length with rubber ring joints fixed to walls, complete all as specified and directed by Engineer-in-Charge. (Make: Prakash, Kishan, Supreme)

S&F in repairs PVC (SWR) bends / Tee 110 mm bore , any radius complete all as specified and directed by Engineer-in-Charge.

Dismentling of cast iron or reinforced concrete drains pipes , jointed in cement morter and taking out of trenches , if required up to 100 mm internal dia of drains, complete all as specified and directed by Engineer-in-Charge.

S&F, 75 mm sand cast iron soil waste and vent pipes , in any length with or without ears , with cement joints laid in trenches or in floors, complete all as specified and directed by Engineer-in-Charge.

All as per Srl item No 11 above but here-in-before fixed to walls

S&F, 100 mm sand cast iron soil waste and vent pipes , in any length with or without ears , with cement joints fixed to walls complete all as specified and directed by Engineer-in-Charge.

S&F in repairs 100 mm CI bends (any radius ), disminishing pieces or tapers fitted with oval access door complete all as specified and directed by Engineer-in-Charge.

S&F in repairs 100 mm CI plain bend (any radius) complete all as specified and directed by Engineer-in-Charge.

S&F in repairs cast iron floors traps , 75 mm outlet dia with grating including jointing to waste pipe and fixed in cement concrete type (1:2:4), complete all as specified and directed by Engineer-in-Charge.

Taking up or down 15 mm bore steel tubing and connections including cleaning for re-fixing or removal to store , complete all as specified and directed by Engineer-in-Charge.

Taking up or down 20 mm bore steel tubing and connections including cleaning for re-fixing or removal to store , complete all as specified and directed by Engineer-in-Charge.

Taking up or down 25 mm bore steel tubing and connections including cleaning for re-fixing or removal to store , complete all as specified and directed by Engineer-in-Charge.

S&F 15 mm bore GI tubes, medium grade galvanised, with all fittings and fixed complete to walls and ceilings or laid floors or concealed, complete all as specified and directed by Engineer-in-Charge.

S&F 20 mm bore GI tubes, medium grade galvanised, with all fittings and fixed complete to walls and ceilings or laid floors or concealed, complete all as specified and directed by Engineer-in-Charge.

S&F 25 mm bore GI tubes, medium grade galvanised, with all fittings and fixed complete to walls and ceilings or laid floors or concealed, complete all as specified and directed by Engineer-in-Charge.

All same as per srl item No 20 above but fixing only.

All same as per srl item No 21 above but fixing only.

All same as per srl item No 22 above but fixing only.

M&L for cutting chases in brick walls, pinning in, making good to facings where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, shelves, lintels, etc, and cutting chases for concealed water tubing’s or conduit wiring, etc and making good, cutting not exceeding 10cm girth complete all as specified and directed by Engineer-in-Charge.

Dismantling water tanks of capacity exceeding 500 litres but not exceeding 1000 litres complete all as specified and directed by Engineer-in-Charge.

Dismantling water tanks of capacity exceeding 250 litres but not exceeding 500 litres complete all as specified and directed by Engineer-in-Charge.

S&F 1000 ltr capacity rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) hoisted and fixed in position in SSR Part II complete all as specified and directed by Engineer-in-Charge.(Make: Rotex,Sintex,Polywell)

S&F 500 ltr capacity rotational moulded polyethylene water storage tanks (cylindrical vertical with closed top) hoisted and fixed in position in SSR Part II complete all as specified and directed by Engineer-in-Charge.(Make: Rotex,Sintex,Polywell)

S&F in repairs 20 mm Ball valves high pressure of PTMT with epoxy coated Aluminium rod & highdensity plastic ball ,screwed for iron pipe and fixed complete all as specified and directed by Engineer-in-Charge.

S&F in repairs 25 mm Ball valves high pressure of PTMT with epoxy coated Aluminium rod & highdensity plastic ball screwed for iron pipe and fixed complete all as specified and directed by Engineer-in-Charge.

Disconnecting existing tanks of capacity 500 to 1000 litre setting aside (or lowering if required) for repairs, cleaning, etc. and hoisting if required reconnecting and re-fixing in position including Cleaning and removing all scale and dirt, etc, from tanks and from mouths of circulating pipes, etc, complete all as specified and directed by Engineer-in-Charge.

Demolition of brick work built in cement morter complete all as specified and directed by Engineer-in-Charge.

M&L for brick work with sub class "B" bricks , straight or curved on plan exc 6 m mean radius built in cement mortar (1:6), complete all as specified and directed by Engineer-in-Charge.

All same as per Srl item No 35 above but except bricks.

Demolition of Stone slabs and tiles laid bedded and pointed ,of any description or thickness in floors, aprons etc complete all as specified and directed by Engineer-in-Charge.

M&L for machine cut kota stone slab flooring 18-20mm thick laid over 15 mm thick cement screed base of CM(1:6) and jointed with gray cement slurry mixed with pigment to match the shade of the slab including rubbing and polished ( garnite finish) complete all as specified and directed by Engineer-in-Charge.

All same as per srl item No. 38 above but as in skirting laid over 10 mm thick cement plaster in CM (1:4).

Taking down cement or cement lime plaster, any description, on brick or stone walls, etc including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed by Engineer-in-Charge.

M&L for rendering 15 mm thick in cement mortar (1: 4) on faces of brick work or concrete surfaces, finished fair and even incl scafolding for two/three storey building complete all as specified and directed by Engineer-in-Charge.

M&L for rendering 15 mm thick cement plaster in cement mortar (1:6) on fair faces of brick works or concrete surfaces , finished even and smooth without using extra cement , complete all as specified and directed by Engineer-in-Charge.

M&L for rendering 10 mm thick cement plaster in CM (1:3) on concrete surfaces of ceiling ,finished even and smooth w/o using extra cement complete all as specified and directed by Engineer-in-Charge.

M&L for preparing new plastered or unplastered surfaces of walls and applying two coats of white wash , complete all as specified and directed by Engineer-in-Charge.

M&L for preparing new plastered or unplastered surfaces of ceiling and applying two coats of white wash , complete all as specified and directed by Engineer-in-Charge.

M&L for preparing new plastered or unplastered surfaces of walls and applying two coats of oil bound distemper over a coat of primer , complete all as specified and directed by Engineer-in-Charge.

M&L for preparation of newly plastered or unplastered wall surfaces and applying two coats of cement base paint white or tinted including scaffolding arrangement, trestles, ladders etc complete all as specified and directed by Engineer-in-Charge.

M&L for Cement concrete (1:4:8) type D2 , (using 40 mm graded stone aggregate) , 75 mm thick, as sub-base and similar works complete all as specified and directed by Engineer-in-Charge.

M&L for Chequered cement concrete tiles 20cmx 20cmx 25mm thick with grey cement and no pigments , set and jointed and pointed in neat cement slurry in floors , laid over 15 mm thick cement screed bed of cement mortar (1:4), complete all as specified and directed by Engineer-in-Charge.

S&F in repairs PVC tank cover/lid for rotational moulded polyethylene water storage tanks 1000/500 litres capacity, complete all as specified and directed by Engineer-in-Charge.

S&F in repair, MS Stack clamps for 100/75 mm bore pipes of any size flat iron and any dia round iron stays, including suitable bolts and nuts and securing ends of stays to wall or roof , complete all as specified and directed by Engineer-in-Charge.

M&L cleaning of / removal of forgeion material from roofs of "Vikram Vihar" offrs Md accn (complete roof for one block) , like tree leafs, small bushes, grass,trees shrubs , small plants girth not exceeding 30 cm ,etc and cleaning grating jallies at mouth of rain water pipe ,and made functional all the rain water pipes, including removing of all debries from roof by collecting in gunny begs and thrown away at a distance not exceeding 250 meter from site complete all as specified and directed by Engineer-in-Charge.

M&L for chipping of spelled and loose concrete and cleaning rust from reinforcement by sand brushing scrubbing down concrete surface with wire brushes cleaning with water alloying to dry applying a layer of zink ritch epoxy primer as anirust on all exposed reinforcement followed by a layer of bonding coat of a layer of epoxy adhessive on complete exposed surface of concrete and provide gunting in two layers over steel welded mesh 2 mm dia of wire and total aperature 75 mm thickness of gunite n exc 25 mm thick (average thickness) using cement mortar 1:3 with OPC 43 grade cement mixed with polycrete admixture @ 2% by the weight of cement or as per manufacturer's instructions and finally applying cement plaster over gunite surface of required thickness to give an even uniform and smooth finish confirming to proper Geomatrics in cement mortar 1:4 to match with the existing surfaces as in sides and soffits of slab , chhajjas finns,facias,parapats , coloumns, and beams,etc complete including necessary scafolding, shuttering , necessary chased to brick work or RCC member at any height up to two story buildings incld removing small trees shrubs etc complete all as specified and directed by Engineer-in-Charge Steel mesh to be welded with the existing steel bars).

S&F for FRP window horizontal shade (Chhajja) for sun shade and protect to rain, thickness and weight as per manufacturers instruction, fixed with screw with drilling holes in the walls and surface make up with the existing surface with plaster and cement base paint/ appex including existing demolition and waste material remove from the site. colour will be approved by GE and complete all as specified and directed by Engineer-in-Charge.

Attending complaints for repair to patches n.exc 2 Sqm of floor, ceiling plaster, internal wall plaster, external wall plaster, minor repairs of chhajja, minor repairs of drain brick masonary or any type of mason complaint, broken tiling of patch n.exc 2 Sqm of tiling work including necessary materials for all type of repairs mentioned above complete all as specified and directed by Engineer-in-Charge. Note 1:- The contractor shall make all arrangement for attending the different types of complaints of Vasant Range Colony area on day to day basis. Any major item required to be replaced with new one, to make the system functional shall be measured and paid for separately as "S & F" under respective item of this schedule. Old retrieved item(s) as considered in 'Schedule of Credit' shall become property of the contractor. 2 :- Contractor shall provide minimum one mason with one mazdoor including all necessary T&P on all working days from 9AM to 5PM . Additional workers can be engaged if nature of work required to be completed within fix time frame as desired by the GE. Rate shall be quoted accordingly, keeping in mind above said provisions. 3 :- Where material provided shall be paid as "S&F" under respective item of Sch 'A', the payment of complaint under this item shall not be paid. 4. Proper records (date wise) of complaints received & rectified by the contractor and attendance register of trademen shall be maintained and shall be produced for verification at the time of payment of each RAR/Bill.

Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and directed by Engineer-in-Charge.

M&L for coloured glazed ceramic tiles jointless 350x250mmx7mm/450X300X7mm thick on vertical surface as in dados set and jointed in neat cement sturry and pointed in coloured cement to match over and including rendering 10mm thick with CM 1:4 complete all as specified and directed by Engineer-in-Charge.

M&L for non skid coloured ceramic tiles jointless 7 to 8mm thick (square/rectangular) area of each tile exceeding 0.06 sqm but not exceeding 0.11 sqm, in floors etc set & jointed in neat cement slurry & pointed in coloured cement to match over and including 15mm thick screed bed in cm 1:6 for laying floor finish complete all as specified and directed by Engineer-in-Charge.

Attending day to day complaints of cleaning of all blockages of Nahni traps/floor traps/bottle traps, blockages of WC's, Bath, Toilets, Cook House, Dining Halls, Rain water pipes,open drains, Rain water spouts at roof level, 100 mm dia CI pipes upto 1st manhole/GT in shafts, vertical CI soil/waste pipe stacks, CI Tee/door bends etc & cleaning of drain pipes 150 mm (internal dia) by rodding and manholes upto 3.0 metre in depth and removal of sludge/silt/liquid mud sand (in foul conditions) etc, out of MOD premises (at the location notified by the local Municipal Corporation/Cantt board) complete all as specified and directed by the Engineer-in-Charge, to maintain internal & external sewage system in functional state at all the time by engaging/deploying minimum two safaiwala's, daily from 0900 hours to 1700 hours at Complaint cell of the Vasant Range Colony and 10 JAK LI area of AGE B/R-I (South), with manual/pressure cleaning pump and flexible rods and other necessary equipments (as per rules of public health), including digging the required Nos of pits for depositing sludge and furture capping the pit with 25 cm thick layer of soil, complete all as specified and directed by Engineer-in-Charge.

Cleaning of manhole by super succer machine of any size but upto 1.0m depth and removal of sludge silt/liquid/mud/sand/water etc in foul position to out side the MOD land complete all as specified and directed by Engineer-in-Charge.

All same as per item No. 60 above but exceeding 1m and not exceeding 2m in depth.

All same as per item No. 60 above but exceeding 2m and not exceeding 3 m in depth.

De-silting of sewer line upto 200mm internal dia with connected manholes of any depth by mechanical device like super sucker machine, high pressure jetting machine/gantry machine. temporary raising main etc for smooth flow of sewage system to avoid flood in the area. Supply of all material, labour, tool & plants temporary power connection with stand by generator set of capacity of at least 62.5 KVA, gas detector for air ventilators etc & provn of safety equipments as per guide lines laid in IS : 11972(1987)/(international standard), traffic control arrangement and proper lighting at night barricading display of sign boards, insurances of workmen & cleaning of site complete all as specified and directed by Engineer-in-Charge.

All same as per item No. 63 here-in-before but upto 300mm internal dia of sewage lines.

Excavation in trenches not exceeding 1.50m wide and not exceeding 1.50 m in depth for manholes & sewage lines and getting out in soft/loose soil complete all as specified and directed by Engineer-in-Charge.

All same as per item No. 65 here-in-before but depth exceeding 1.50 m and not exceeding 3.00 m.

Returning filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm complete all as specified and directed by Engineer-in-Charge.

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

All same as per item No 68 here-in-before but bore of pipe 200 mm.

Demolition of cement concrete of any description and in any position as in bed of drain pipes etc complete all as specified and directed by Engineer-in-Charge.

M&L for concrete bed to 150 mm bore drain pipes in cement concrete 1:3:6 type C-2 using 40 mm graded stone aggregates including packing under and haunching against the sides of pipes after they are laid and tested complete all as specified and directed by Engineer-in-Charge.

All same as per item No 71 here-in-before but bore of pipe 200 mm.

M&L for 150 mm internal dia salt glazed stone ware drain pipes laid in trenches and jointed complete all as specified and directed by Engineer-in-Charge.

All same as per item No. 73 but here-in-before but dia internal of pipe 200mm

M&L for cutting into existing manholes for connecting new drains, making good to pipes and rendering, cutting out existing benching for & 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, Internal dia of pipe 150mm complete all as specified and directed by Engineer-in-Charge.

All same as per item No 75 here-in-before but internal dia of pipe 200mm

M&L for 15mm thick rendering on fair faces of brick work or concrete surfaces in cement mortar (1:4) complete all as specified and directed by Engineer-in-Charge.

M&L for providing cement concrete 1:2:4, type B1, using 20 mm graded stone aggregates as in coping and benching etc including necessary form work complete all as specified and directed by Engineer-in-Charge.

S&F in repairs cast iron Nahani trap with grating including jointing to waste pipe, fixed in cement concrete 1:2:4, type B-1, using 20 mm graded stone aggregate, dia of outlet 75 mm complete all as specified and directed by Engineer-in-Charge.

Removing excavated materials to a distance exceeding 1.50Km but not exceeding 5 Km and depositing where directed at a level not exceeding 1.50m above the starting point in soft/loose soil complete all as specified and directed by Engineer-in-Charge.

S&F in repairs SFRC manhole cover size 600mm dia x 70mm thick with frame set in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. Notes: - (i) Make of SFRC Manhole/drain cover and frame : (a) M/s PS Concrete. (b) M/s KK Manhole.(c) Or equivalent as approved by GE” (ii) Contractor will provide manufactuerer test certificate of SFRC cover & frame

S&F in repairs SFRC manhole cover size 750mm x 750mm x 65mm thick with frame set in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. Notes: - (i) Make of SFRC Manhole/drain cover and frame : (a) M/s PS Concrete. (b) M/s KK Manhole.(c) Or equivalent as approved by GE” (ii) Contractor will provide manufactuerer test certificate of SFRC cover & frame

S&F in repairs steel fibre reinforced (SFRC) Gully trap cover with frames of size 300mm x 300mm x 50mm thick set in cement motar (1:6) complete all as specified and directed by Engineer-in-Charge. Notes: - (i) Make of SFRC Manhole/drain cover and frame : (a) M/s PS Concrete. (b) M/s KK Manhole.(c) Or equivalent as approved by GE” (ii) Contractor will provide manufactuerer test certificate of SFRC cover & frame

M&L for cement concrete (1:4:8) type D2 using 40 mm graded stone aggregates as in foundation,manhole bed filling and mass concrete complete all as specified and directed by Engineer-in-Charge.

M&L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete using extra cement including forms, moulds mitered/stopped ends, etc complete all as specified and directed by Engineer-in-Charge.

Note:- The contract sum shall be after deducting the amount of Credit shown in Credit Schedule of this Tender.

POONAM ENTERPRISES

SABHARWAL CONSTRUCTION CO.

M/S Davinder Kumar

M/S.Parmod Johar