41/EEC/BSNL/CD/BGL/2025-26

Amount

Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead:

75 to 80 mm dia pipe.

100 mm dia pipe

Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead) as per direction of Engineer-in-Charge.

(a) Internal Work- Exposed on wall

Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in- charge.

Dismantling PVC pipe with fittings and clamps including stacking the material within 50 metres lead :

Providing and fixing on wall face unplasticised Rigid PVC SWR pipes conforming to IS : 13592 Type-B, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion

(A) 110 mm dia

(B) 75mm dia

Providing and fixing rigid SWR UPVC fittings CONFORMING TO IS 14735 for PVC pipes of approved quality as directed by Engineer-in-charge. A) Single-Y with door-110mm

B) Single-Y with door-75mm

C) PVC TEE with door-110X110mm

D) PVC TEE with door-75x75mm

E ) PVC Plain/shoe bend 75mm

F) PVC pLAIN/shoe bend 110mm

G) PVC door bend 75mm

H) PVC door bend 110mm

I)PVC (solvent joint) coupler 75mm dia

J) PVC (solvent joint) coupler 110mm dia

Making holes upto 250mm dia. in brick walls with breaker/drill machine to expose conceled pipe without damaging, applying cement slurry on brick work removing debris making good the wall by filling brick bats and 15mm cement plaster 1:4 (1cement:4 fine sand) complete for all lift as directed

Reinstatement of dislocated PVC pipe support brackets, applying a coat of rusticide, removing loose rust with polish paper cleaning with wet cloth, applying a coat of Epoxy primer and fixing to the wall with Plumber nails complete as directed for all lift up to 30m. (Note-Rate shall be quoted excluding bracket, which shall be supplied by BSNL)

a) 600X200MM old brackets

b) 300X200MM old brackets

P/F 2mm thick GI slotted wall mounting bracket for installation of PVC drain pipes over walls including fixing with 50mm plumber nails/screws etc.

a) 600x50mm bracket-2mm thick

b) 200x50mm bracket-2mm thick

P/F GI saddle (U-clamp) with nuts and washers of matching size for fixing of PVC pipes over wall brackets

a) 100mmx10mm

b) 80mmx10mm

Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In- Charge.

Chipping of unsound/weak concrete material from slabs, beams, walls etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge

a) 50 mm average thickness

Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.

a) Bars upto 12 mm diameter

Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect.

a)SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer

Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2).

a) 50 mm average thickness in 3 layers.

Providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diametre (20mm to 30mm) up to depth from 30mm to 80mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of Engineer-In-Charge.

Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable gun at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in- Charge. (The payment shall be made on the basis of actual weight of approved grout injected.)

A) Stirrer mixed Acrylic Polymer (SUNPLEX of sunanda chemical or Cebex-100 of FOSROC or equivalent @ 2% of weight of cement used) modified Cement slurry made with non shrink compound in concrete/RCC work

Removing layer of algae/fungus growth above terrace surface with scrapper/ brush application and detergent water including grouting of cracks, touch up of surface patch with cement paste etc. complete

Water proofing treatment of RCC sunshade with Zycosil / equivalent water proffing solution [1 Litre Zycosil / equivalent & 20 litres of water stirred first & 2 litres of Zycoprime / equivalent added and stirred (total 23 litres)] till it meats the saturation level and testing as per RIELM or by water drops test in which water drop do not absorb but drop remains or rolls.

Cutting of banyan/peepal tree growth around pipes/chambers up to sixth floor level and root extractions with following operations (scaffolding and dismantling of pipes shall be paid for separately wherever required as per direction of Engineer-in-charge)

a) Cutting branches/stems with hand saw/axe etc. including drilling 10mm dia. holes of 100mm deep in as many branches as possible at site and grouting Systemic Herbicide containing Glyphosate 41% (Glycocin of Maharashtra biofertilizer or roundup of Bayer) with 10ml injection syringe, with all safety precaution such as hand gloves, plastic container for handling the chemical, soap for washing hands immediately after grout opertation under proper supervision

b) Uprooting the left over stem/roots embeded in masoary wall/slab adjecent to drainage pipes, after fifteen days with chiesel and pluging gap with cement mortar, disposal of vegetation, debris within 50m lead.

Cleaning terrace of Portico of vegetation growth & silt/soil deposit, garbage etc. and disposal for lift up to 5m and lift upto 50m complete as directed. ( Note- Payment for complete job for terrace of size- 9.25x4.50m shall be made)

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift upto1.5 m.

A) All kinds of soil.

Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade :

Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface.

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :

Two or more coats on new work.

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge..

In cement mortar

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete

a) 40mm thick with 20 mm nominal size stone aggregate

Cutting of dried branches (girth around 45cm) of which are high above the ground and abutting to terrace parapet cutting manually/mechanically with safely arrangement for labour (i.e. safety belt/rope & support labour) including cutting it to small logs to dispose off for a distance of 50 m etc. complete as per the direction of Engineer in charge.

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. : Internal work - Exposed on wall

25 mm nominal dia Pipes

40 mm nominal dia Pipes

Providing and fixing CPVC gate valve with CPVC handle of approved quality

25mm nominal dia Pipes

40 mm nominal dia Pipes

Providing and fixing CPVC Fittings of following size etc. Complete as per the directions of Engineer-in charge. Rate inclusive of removal of worn out fittings . etc complete as directed by the Engineer in charge.

25mm union

40mm union

Making connection of CPVC distribution branch with CPVC main of following sizes by providing and fixing CPVC tee with brass thread & FTA with brass thread, including cutting and threading the pipe etc. complete :

25 to 40 mm nominal bore

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation leveling & dressing & finishing the top smooth.

Making chase of 10mm x50mm in the junction of walls & plinth protection to widen crack causing leakage, filling Cement mortar 1:6 (icement : 6 fine sand) 300mm deep in the crack mixed with expanding grout admixture (@ 225gm per 50kg cement) modified Cement slurry finishing top with neat cement.

Dismantling of road gully chamber of various sizes including C.I. grating with frame including stacking of useful materials near the site and disposal of unserviceable materials within 50metres lead including refilling the excavated gap.

P/F Bottle Gully trap (NU DRAIN of SUPREME or equivalent) of size-160x100x 100mm with One inlet and One outlet including connecting to existing pipeline complete as directed.

Providing and fixing in position rectangular shape PVC grease trap of 50litre capacity (NU DRAIN of SUPREME or equivalent make) including bucket arrangement for collection of food waste, top cover and inlet/outlet of 75mm size connecting to existing outlet & inlet of the drainage etc. complete as directed (Note- Excavation, making platform/chamber as per adjacent drain connection shall be paid for separately under the relavant items)

Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after.

The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required locations with essential safety features for the workmen etc. complete as per directions and approval of Engineer-in-charge. The elevational area of the scaffolding shall be measured for payment purpose .The payment will be made once irrespective of duration of scaffolding.

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.

In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete.

Cutting chase in existing road pavement for disposal of rain water edge cutting with mechanically operated cutter machine to maintain alignment and removing balance concrete pavement with power operated breaker machine/chiesel in required level cleaning and disposal of debris for lead of 50m as directed.

a) chase cutting of width upto 150mm and depth up to 100mm

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.

Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Ceosetory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/ borer proof, water/ moisture proof and fire retardant and fixed in position with M.S hold fast/ lugs/ SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge.

(M.S hold fast/ lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/ window frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variationin profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made.

a) Frame size 45 x 85 mm

Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/ moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge.

(Note: stainless steel butt hinges and necessary S.S screws shall be paid separately)

30 mm thick

Filling of cracks up to 5mm wide in walls with acrylic based non shrink paste (FIXIT Crack-X or equivalent) including opening the crack of loose sand/dust etc. filling in paste complete as directed.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

All kinds of soil.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5.0 in superstructure above plinth level up to floor V level in all shapes and sizes in :

Cement mortar 1:6 (1 cement : 6 coarse sand)

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :

All kinds of soil

Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources).

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).

Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :

For pipes 100 to 250 mm diameter.

Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including stacking of useful materials near the site and disposal of unserviceable materials within 50 m lead as per direction of Engineer-in-Charge :

Rectangular manhole 90x80 cm and 45 cm deep.

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :

Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Extra for depth for manholes a) Size 90x80 cm

i) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Providing and fixing FRP cover LD class-2.50T (THERMO-DRAIN /NEXGEN or equivalent) to the Manhole top slab with frame of size around 700 mmx550 mm and opening 450 x 600mm

Cutting of tree roots above 100 mm diameter (above 300 mm girth) below ground across trenches, during earth work excavation and disposal of roots upto a distance of 50 m etc. complete. Earth work excavation tobe paid separately.

Roots of diameter 100 mm to 150 mm (Girth 300 mm to 470 mm)

Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessaryaccessories and screws etc. complete.

Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete

Providing and fixing aluminium handles ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete

Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.

Single rubber stopper

Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.

One coat.

Providing and fixing C.P. brass bib cock (JAQUAR CON-CHR-037KN) Continental series) including removal of non-funtional/worn-out bib cock etc complete as directed by the Engineer in charge.

15 mm nominal bore.

Providing and fixing PTMT stop cock of approved quality and colour.

15 mm nominal bore, 86 mm long. Weighing not less than 88 gms.

Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour.

15 mm nominal bore with 45 cm length.

Providing and fixing stainless steel grating with or without hole for waste pipe for covering existing floor/nahani trap.

100mm dia

Providing and fixing 15 mm Health faucet (HINDWARE F160013CP or equivalent) of Chromium coated ABS material and P.V.C connection pipe complete as per the directions of Engineer-in-Charge. Cost includes removal of non-funtional/worn-out health faucet.

Providing and fixing C.P brass two in one tap including fittings of approved make etc. complete as per the directions of Engineer-in-Charge.Cost includes removal of non-funtional/worn-out Two -in- one tap.

Providing and fixing 15mm C.P Brass pillar taps of approved quality conforming to IS. Standard of approved make etc. complete as per the directions of Engineer-in-Charge. Cost includes removal of non-funtional/worn-out pillar tap

Clearing blockages in Sewer lines of any diametre between over flowing blocked manholes of all sizes and depth including removal of sludge / silt /rubbish etc., and disposal of the same up to lead of 100m

One manhole and connected sewer line up to next manhole

Clearing of blockage/chokage in manholechamber and sewerage line up to dia200mm between chambers Mechanicallyby arranging pressure jet sewer /gutter cleaning equipment housed over the lorry and cleaning the choked line by inserting the vaccume pump for removing blockage with high pressure water jet from chambers along the sewer line and making the line free flow for sewage along with collection including disposal of sludge to the nearby BBMP/Municipal dumpingyard as permitted by the authorities etc.,complete as per the directions of Engineer in-charge. Note:- Nothing extra payment shall be made on any account The entire job involves mechanical cleaing of manhole chambers 10 Nos and sewer line of approximate length 60m

Repairs to PVC flushing cistern of 10 Ltr capacity of any make and size including removing and replacing worn-out/non-functional parts like syphon washer, ball valve, flushing knob , siphon set, 32mm dia fulsh bend etc. wherever required complete as per the directions of Engineer-in-Charge.

Flushing cistern syphon flush valve system with washer of approved quality

PVC flushing cistern float valve system of approved quality

PVC flushing cistern handle with lever system of approved quality

Providing PVC flushing cistern connecting flush bend(white PVC pipe) - for connecting EWC with necessary coupling/washers. Cost includes sealing of joints with suitable adhesives so as to make leak proof joint.

Providing PVC flushing cistern connecting flush bend(white PVC pipe) - for connecting Orissa WC with necessary coupling/washers. Cost includes sealing of joints with suitable adhesives so as to make leak proof joint.

Replacing the damaged PVC water tank cover (in PVC over head tank of capacity upto 2000 litres ) at an height up to floor seven level with new one including tightening with plastic bolts of required size as per manufacturer's recommendation, all complete as per direction of Engineer in charge.

Deep cleaning of toilet by with proprieatry chemicals, mechanical tools and speciallised labour for removal of hard stains, decomposed layers in commode/pans/wash basins and claening ceramic tiles in floor and walls and finally dry mop using microfibre cloth etc. complete as directed by Enigineer-in-Charge ( The rate is inclusive of all cleaning materials and nothing extra will be paid)

a) Toilet of floor area upto 5.00 sqmto 10 sqm

b) Toilet of floor area upto 10.00 sqm to 50 sqm

Removing and refixing of wash basin for maintenance and repair works including fixing brackets, screws etc. complete as per the direction of Engineer-in-charge.

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.

Credit to the agency for dismantled unserviceable material recovered under the relevant agreement items

a) GI/CI pipes, steel sections Cast iron pipes

b) PVC water storage tanks