REPAIR AND MAINT OF SEWAGE LINES INCLUDING CLEANING OF SEWAGE LINES AREA DRAINS SOAKAGE WELLS SEPTIC TANKS ETC AT AGE BRII UNDER GE NW KARANJA

Amount

Notes : - (i) The work is at Serial No 57 of TPP 2025-26 (ii) Please refer schedule 'A' notes before quoting the tender. (iii) Amount of Schedule of Credit shall be deducted off line by the department. The Unit Rate quoted in r/o Ser item No 1.0 to 1.56 are deemed to include for the following and nothing extra will be paid for these works: 1. Supplying, erecting and use of scaffolding upto required height (max 25 to 30m) or upto 8th floor height with necessary H-frames, pipes, couplers, buckles, bracing, top platform with support railing at top etc. at all levels of building including carriage of the materials to the location, erecting, fixing the scaffolding and dismembering the same after working and taking away the scaffolding materials etc. complete as per direction of Engineer-in-charge. 2. Supplying, erecting & use of temporary bamboo scaffolding around the building as required. The scaffolding is to be secured properly in position by bracings, ties clamps, etc. complete including providing and erecting working platform at all heights as required, including removal after completion of work all as per direction of Engineer-in-Charge

Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan and not exceeding 1.5m depth in any hard/dense soil complete all as specified and directed

Excavation in trenches not exceeding 1.5m wide and not exceeding 1.5m depth for foundation etc or for shafts, wells cesspits manholes pier holes etc not exceeding 10 sqm on plan and not exceeding 1.5m depth in any soft/disintegrated rock etc complete all as specified and directed

Returning, filing in, excavated soil including spreading, levelling, watering and well ramming in layers not exceeding 25cm etc complete all as specified and directed

Removal of excavated soil not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting points etc complete all as specified and directed

Removal of excavated Rock not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting points etc complete all as specified and directed

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

M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 200 mm bore of pipe with cement concrete 1:3:6 type D-2 using 40mm graded stone aggregate complete all as specified and directed.

M&L for cement concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid & tested for 300 mm bore of pipe with cement concrete 1:3:6 type D-2 using 40mm graded stone aggregate complete all as specified and directed.

M&L for SGSW drain pipes laid in trenches of 150 mm internal diameter and jointed including demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete ) set in cement mortor complete all as specified and directed.

M&L for SGSW drain pipes laid in trenches of 200 mm internal diameter of pipe and jointed including demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete ) set in cement mortor complete all as specified and directed.

M&L for SGSW drain pipes laid in trenches of 300 mm internal diameter of pipe and jointed including demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete ) set in cement mortor complete all as specified and directed.

M&L for reinforced concrete pipes, class NP-2, laid and jointed with collars of 150 mm bore of pipe including demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete ) set in cement mortor complete all as specified and directed.

M&L for reinforced concrete pipes, class NP-2, laid and jointed with collars of 200 mm bore of pipe including demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete ) set in cement mortor complete all as specified and directed.

M&L for reinforced concrete pipes, class NP-2, laid and jointed with collars of 300 mm bore of pipe including demolition and breaking up drain pipe (salt glazed ware, AC or reinforced concrete ) set in cement mortor complete all as specified and directed.

M&L for Pre-cast cement concrete Tyep B1 (1:2:4) using 20 mm graded stone aggregate block masonry with solid blocks, exc. 10 m in width and setting in CM 1:4 including demolition of old PCC block masonry complete all as specified and diretced

M&L Brickwork with subclass‘B’ bricks, straight or curved on plan exc 6m mean radius built in Cement Mortar 1:6 including demolition of old brick Work complete all as specified and directed.

M&L for Walling of random rubble,uncoursed well bonded , bedded and solidly hearted built in cement mortar 1:6 including demolition of old stone masonary complete all as specified and diretd

Taking down cement plaster on brick or stone walls etc including raking out joints, hacking for key, scrubbing down with water etc including removing debries directed for a distance max upto 500mm complete all as specified and directed.

M&L for rendering on fair faces of brick work or concrete surface of wall 15mm thick in CM 1:4 finished even and smooth with out using extra cement complete all as specified and directed

M&L for rendering on fair faces of brick work or concrete surface of wall 15mm thick in CM 1:6 finished even and smooth with out using extra cement complete all as specified and directed

M&L for Precast cement concrete 1:2:4 type B1 using 20 mm graded stone aggregate as in landings, cover slab (for manholes etc) and similar work including necessary form work and set in CM 1:6 including demolition of Old Cement Conctete reinforced complete all as specified and directed.

M&l for TMT bar 10mm dia and over cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

M&L for TMT bar 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders cut to length bent to shape required including cranking, bending spirally for hoping for columns hooking ends and binding with & including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.

S&F in repairs precast moulded reinforced cement concrete factory made precast moulded and vibo compacted manhole covers with necessary handles of sizes 900x450x100mm medium duty confirming to IS -12592-2002 placed in position wherever required all as directed. Note :- Manhole cover shall be of "BMC Pattern " precast slab as in RMC M30 obtained from approved manufacturer as directed by GE .

S&F in repair to Heavy duty recast moulded Steel Fiber reinforeced cement concrete facorty made precast moulded and vibo compacted manhole covers with necessary handles of sizes 600x600x50mm thick arounded with steel strip 50x1.25mm reinforced as per manufacturers design in manufactured process laid over existing drain complete all as specifed and directed Make of SFRC Manhole/Drain Cover and frame :- (a) M/S PS Concrete (b) M/S KK Manhole (c) SS or Equivalent as approved by GE . Note :- Contractor shall provide PV alongwith manufacturer test certificate of SFRC Cover.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred / stopped ends etc complete all as specified and directed.

M&L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in cement concrete 1:2:4 type B-1 smooth finished ,and reforming benching as required for 150 mm internal dia of pipe complete all as specified and directed.

M&L for Cutting into existing manholes for connecting new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in cement concrete 1:2:4 type B-1 smooth finished ,and reforming benching as required for 200 mm internal dia of pipe complete all as specified and directed.

Sucking out sewage water through sewage tanker from the man hole/ septic tank/ soakage well in different location and disposal (5000 ltrs capacity to be considered as 'Load') by using high pressure super sucker machine vehicle mounted jetting cum suction unit to be capable of air lefting of dense waste/ sludge like mud slurry, small stones, debries, grit etc., from sewer lines, through vaccum mode and capable of jetting sewer lines of dia 150mm to 450mm including skilled driver and operator for supervising of cleaning of sewage line and also required sludge/silt/mud/debries etc., of out of MD land complete all as specified and as directed.

Cleaning of choked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having minimum 4000 litres suction capacity and water jetting tank capacity including skilled operator, supervising engineer etc., for cleaning and partial desilting of manholes and dechoking of sewer lines. Dechoking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line of any dia. Foul material shall be disposed off at authorized dumping site declared by local administration outside Ministry of defence land complete all as specified and as directed.

Cleaning of sewage lines by rodding/pumping, bamboos etc., including man holes of any description by taking out night soil excreta and solid sludge and buried under 30 cm deep soil by digging suitable size of pits 100m away from the site complete all as specified and as directed.. Notes to BoQ Serial item No 1.29 to 1.31:- (i) Excavation of pit and removal of surplus soil is deemed to be included in quoted rate. (ii) Contractor shall arrange water for jetting, refilling to tank including labours required to be engaged in tech work and rubbish off the sludge beyond MD land. (iii) Bleaching powder to be spread over and all around of buried night soil/sludge.

Cleaning of manhole of solid/liquid mud/any type of solid content including mud, brick bats, empty containers of any type, rags, polythene or similar items deposited in manhole etc., at any size and any depth, using diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having minimum 4000 litres suction capacity at any location under AGE B&R-II area. Bottom surface of manholes/ inspection chambers and sewage lines should be visible after cleaning process. Sludges /sludge water/any type of waste recovered from sewage lines /manholes /inspection chambers shall be disposed off at authorized dumping site declared by local administration outside Ministry of defence land complete all as specified and as directed. Note: Once cleared will be maintained through out the period of the contract for free flow. If there is any blockage during the period of the contract, the same will be cleared without any extra cost by the contractor.

Cleaning of open drains having any inner girth and depth by removing mud, sludege silt, garbage, debries, sludge, vegitation etc., and 1m both side of drain also clear as vegitation and levelling the earth work and removing debrish by manually or machanically form out of MoD land complete all as specified and as directed by Engr-in-charge.

Cleaning of blockage of existing sewage system and plumbing system (comprising of sewer line in CI, SGSW, PVC/ UPVC or SG pipes), house connection from WC, WHB, sink, bath, kitchen etc., including gully traps, floor/ nahani traps, CI pipes and plumbing work etc., of any description and in any position below or above ground level, located in different situations to remove of the solid or liquid wastage to make the entire system functional complete all as specified and as directed Note: Contractor will deploy two SDA mazdoor, daily to attend day to day complaint as mentioned above. SDA mazdoor will report daily at AGR B/R -II (NW) Karanja sub division at 0900 hrs and depart 1730 hrs after attending all compliants (Time includes 30 minutes for lunch). In case of non attending compliants in same day, recovery @ Rs.500.00 per complaints will be recovered from contractor and in case of non deployment of SDA mazdoor recovery @ Rs.1000 per day shall be made from the contractor.

S&F PVC (SWR) pipes single socketed in any length with rubberring joints fixed to wall /floors 110mm bore including suitable clamps etc., including taking down old AC/ PVC rain water, soil and waste pipe etc., (any size and pattern), from trench/ wall /ceiling complete all as specified and as directed

S&F PVC (SWR) pipes single socketed in any length with rubberring joints fixed to wall /floors 75mm bore including suitable clamps etc including suitable clamps etc., including taking down old AC/ PVC rain water, soil and waste pipe etc., (any size and pattern), from trench/ wall /ceiling complete all as specified and as directed.

S&F PVC (SWR) pipes single socketed in any length with rubberring joints fixed to wall /floors 160mm bore including suitable clamps etc., including suitable clamps etc., including taking down old AC/ PVC rain water, soil and waste pipe etc., (any size and pattern), from trench/ wall /ceiling complete all as specified and as directed..

S&F inrepair to PVC (SWR) bends ISI marked any radius of 110 mm bore complete all as specified and directed. Make : Finolex/ Kisan/ Supreme/ Prince.

S&F in repair to PVC (SWR) bends ISI marked any radius of 75 mm bore complete all as specified and directed.

S&F in repair to PVC (SWR) vent cowl ISI marked 110 mm bore complete all as specified and directed.

S&F in repair to PVC (SWR) junction single, (single T) equal or un equal of 110 mm bore of pipe complete all as specified and directed.

S&F in repair to PVC (SWR) junction single, (single T) equal or un equal of 75 mm bore of pipe complete all as specified and directed.

S&F in repair to PVC (SWR) branch piece 110mm bore, single (single Y) equal or unequal.

S&F in repair to cast iron nahani trap 100mm dia, with grating including jointing to waste pipe fixed in cement concrete type B-1 (1:2:4) complete all as specified and as directed

S&F in repair to PVC (SWR) floor trap 75mm dia, plain with grating including jointing with solvent cement complete all as specified and as directed.

M&L for 40 mm thick cement concrete type B-1 1:2:4 (using 20 mm graded stone aggregated)in sub-floors, Sub-floors , Floors and pavings etc complete all as specied and directed

M&L for joint free Non Skid ceramic coloured tiles light shade 7 to 8mm thick (square/rectangular) area of each tile exc 0.11 Sqm but n.exc. 0.18 Sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match with & including 20mm thick screed bed in Cement Mortar 1:6 including dismentling of old tiles complete all as specifed and directed.

M&L for Hand cut kota stone slab flooring 20-25mm thick laid & jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing & mirror polishing with & including 20mm thick screed bed in Cement Mortar 1:6 including dismentling of old tiles complete all as specifed and directed.

M&L for glazed ceramic coloured tiles on vertical surfaces 350x250x7mm /450x350x7mm thick set and jointed in cement slurry with joint free and pointed in white or coloured cement to match the tiles with & including rendering 10mm thick on fair faces of brick work or concrete surface in CM 1:4 including dismentling of old tiles complete all as specifed and directed

Material and labour for 12mm thick heavy duty anti skid vitified tile for parking/ path (square / rectangular) area of each tile exc 0.18 sqm but not exc 0.36 sqm in floors etc set and jointed in neat cement slurry and jointed in white /coloured cement to match over andincluding 20mm thick screed bed in Cement Mortar 1:6 including dismentling of old tiles complete all as specifed and directed.

S&F in repairs PVC flushing cistern of 10 ltrs capacity including flush pipe PVC connection etc complete all as specified and directed.

S&F in repairs white vitreous china wash down water closet pan (Pedestal pattern) with and including P or S trap, including plastic seat cover closed pattern, fixing bolt etc complete all as specified and directed.

S&F in repairs vitreous China squatting pan, ‘Orissa’ pattern, of size 580 mm x 440 mm white with integral foot rest complete including provn of cement concrete bedding and connection to trap, outgoing flushing pipe, anti syphonage pipe,CI trap 100 mm Bore of pipe etc complete all as specified and directed.

S&F in repairs Vitreous China Half stall urinal White complete including providing and fixing plugs, bedding urinal against wall in cement mortar 1:2, securing urinal to plugs with and including 60 mm long brass screws, pointing around urinal back in cement complete all as specified and directed

S&F in repairs one Piece casket type wash down water closet with seat cover , waste pipe, cistern with lid & fittings (complete set) of size 645 mmx355mmx745mm and fixing complete all as per manufacturere instructions complete all as specified and directed. Make-Cat No: 92658 Hindware or equivalent as approved by GE

S&F in repairs vitreous China wash hand basin white, flat back of size 550x400mm fixed on and including cast iron cantilever bracket, Waste fittings, 32 mm dia waste couping of brass,chromium plated including fixing of tap, waste fitting etc complete all as specified and directed

S&F in repairs urinal sensor (295mmx325mmx575mm) operated starwhite including fixing to walls and complete installation complete all as specified and directed Make- Cat No. 60021 Hindwareor equivalent as approved by GE

S&F in repair to Stainless steel Oil and grease trap of 350 ltrs overall capacity and 100 litres of oil and grease capcity of size 1200x600x600mm size made of stainless steel of grade 304, 18 gauge complete as per manufacturer instruction complete all as specified and directed. (Make :- Model No GG-OGT350 of M/S Green Genra Technologies Pvt Ltd or Equivalent as approved by GE.)

Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed

M&L Rolled/tubular sections as in manhole cover and frame as per specified jack rafters; purlins where connected to common rafters and running rails and guides for sliding doors; fixed with angle cleats or other connecting plates Fe 410-W (Gde E-250) quality B complete all as specified and directed

S&F 1.6 mm thick Mild steel, plain black sheet in hearths; covering to man holes, water tanks; water troughs; ducts; urinal troughs and funnels, etc. cut to size, edges beaded if directed, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel members, etc., with plain 40mm lap joints or welded/riveted seams including bending, turning up, mitred angles, stopped ends, outlets, etc. complete all as specified and directed

S&F Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws including dismanlting of old Sheet as specified etc complete all as specified and directed.

S&F Pre-painted galvalume aluminum zinc coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified etc complete all as specified and directed.

Preparation of old surfaces of wall including brooming , scraping down and applying two coat of white wash on walls complete as specified and directed.

Preparation of newly plastered surfaces of wall and applying three coat of white wash on walls complete all as specified and directed.

Preparation of new or previously untreated surfaces of steel & iron work & applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed.

Material and labour for cement concrete 1:4:8 type D-2 (Using 40mm graded stone aggregate) as in foundation including demolition of cement concrete in ground floors and pavings complete all as specified and as directed by Engr-in-charge.

Material and labour for 100mm thick cement concrete type B-2 1:2:4 using 40mm graded crushed stone aggregate as in path/floor finished fair even and smooth without using extra cement, laid in alternate panels of size not exc 4 sqm each including bitumen filling in joints complete all as specified and as directed by Engr-in-Charge.

M&L for sand filling under paver blocks including spreading levelled watering and well ramming in layer not exc 25 cm complete all as specified and directed.

M&L machine pressed precast concrete interlocking paver block (Reflective type) in any shape and size comfirming to IS 15658-2006 of 80 mm thickness M-40 grade with grey cement & pigment including taking down old Interlocking tile/slab complete all as specified and directed.

M&L for taking out old existing interlocking paver blocks any thickness, size & type from the existing location including snad dust, stacking properly the serviceable tiles for reuse; removal of the unserviceable materials & disposal to low lying areas at a distance not exceeding 250m and relaying the paver blocks by providing 50 mm thick stone dust cushion and joints filled with sand complete all as specified and directed. [NOTE: The quoted rate is deemed to include for coarse sand & dust as required at site.]

M&L machine pressed precast concrete interlocking paver block (Reflective type) in any shape and size comfirming to IS 15658-2006 of 60 mm thickness M-35 grade with grey cement with pigment including taking down old Interlocking tile/slab complete all as specified and directed.

Material and labour for cement concrete 1:2:4 tye B-1 (Using 12.5mm graded 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, kneelers, apex stones, bed plates, kerbs, water troughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed by Engr-in-charge.

M & L PCC (1:3:6) type C-1 using 20mm graded stone aggregate 75mm thick as in plinth protection finished fair even laid in bays n.exc 2m in length and joints filled with bitumen mastic 1:3 including demolition of old cement concrete in ground floor complete all as specified and directed

Demolition of cement concrete (unreinforced) in ground floors and paving not exceeding 15 cm thickness (below or above ground level) complete all as specified and directed.

Sagar Electricals (BID ID -3337532)

M/s S.D Construction Co (BID ID -3336709)

Advait Enterprises (BID ID -3336619)

venus enterprises (BID ID -3334491)