SELECTION OF AGENCY FOR RETROFITTING OF CITY FOREST FOR NURTURING NEIGHBOURHOOD AND CYCLE FOR CHANGE IN SAGAR UNDER SMART CITY MISSION

CIVIL Work

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including disposal of excavated earth upto 50 m and lift upto 1.5 m, disposed soil to be levelled and neatly dressed. All Kind of Soil

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. Cement concrete grade M-15 (Nominal Mix) with 20 mm maximum size of stone aggregate

Providing and fixing M.S. round holding down bolts with nuts and washer plates complete.

Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. (if required)

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 40mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.

Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine ith strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50 mm thick compacted bed of stone dust sand, filling the joints with coarse sand etc. all complete as per the direction of Engineer-in-charge. (if required)

Procured Item

Adventure Climber AC-01-CL

Adventure Climber AC-03-CL

Adventure Climber AC-06-CL

Adventure Climber AC-08-CL

Adventure Climber AC-09-CL

Adventure Climber AC-10-CL

Adventure Climber AC-12-CL

Sitting Benches and Waste Bins

Garden outdoor Cast Iron Bench-3 by Venusto INDIA

Dustbin Container 60 Liters Stainless Steel(without GST)

Cycle Path and Walkway

Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed. for Kerb Stone

Construction of granular sub-base by providing Coarse graded material (CBR>30), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC and compacting with vibratory roller of 80-100 KN Static weight to achieve the desired density, complete in all respect as per relevant clauses of section-400.

Supplying and filling in plinth under floors including, watering, ramming consolidating and dressing complete. Moorum/Hard copra

Supplying and filling in plinth under floors including, watering, ramming consolidating and dressing complete. Crusher Stone Dust

Providing and laying Cement Concrete grade M-10 Nominal mix 1:3:6 with 40 mm graded crushed stone aggregate, spreading the concrete by shovels mixing shall be in mechanical mixer, compacting by use of pin/plate/screed vibrators including form work by strong steel girders fixed by spikes.

Providing and laying at or near ground level Pre-cast kerb stone of M-25 grade in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete as per direction of Engineer-in-charge.

Painting two coats on concrete surface after filling the surface with synthetic enamel paint in all shades as per relevant clauses of section-800 & I.R.C.-67 including cost of paint etc. complete.

Providing and fixing of retro-reflectorized cautionary, mandatory and informatory sign board as per IRC 67-2012 made of high intensity Micro Prismatic Grade Sheeting (Type IV) vide IRC : 67-2012 clause 6.7.3.2 & clause 801.3.3 of MORT&H firxed over Aluminium composite material sheet with thermoplastic core of Low density Polyethylene (LDPE) between two thick skins/sheets of aluminium with overall thickness of 4mm and aluminium skin of thickness 0.3 mm on both side, the ACM shall conform to Table 6.1 of IRC : 67-2012 Table 800-1 of MORT&H specifications and High Intensity Micro Prismatic Grade Sheeting shall conform of Table 6.6 of IRC 67-2012 & table 800.3 of MORT&H specifications. In line with clause 6.8 of IRC : 67- 2012 & clause 801.3.7 of MORT&H the messages (legends, numerals, letters etc.) & borders shall be screen printed or of cut out from transparent durable overlay or cut out from the same type of reflective sheeting for cautionary/ mandatory signs. Screen printing shall be processed & finished with materials and in a manner specified by the sheeting manufacturer supported on MS angle iron sign post of size 75mm x 75mm x 6mm fixed to ground by means of properly designed foundation of dimension 450 x 450 x 600 mm with M-15 grade concrete. The ACM sheet shall be fixed to the post with minimum four number breakaway bolts & supported with a back support frame of 25mm x 25mm x 3mm angle. 7 years Warranty for Retro Reflective Sheeting to be provided from the original sheeting manufacturer as per clause 6.9 of IRC : 67-2012 & a certificate of having the sheeting tested for co-efficient of retro?reflection, specular gloss and fungus resistance, dy time colour and luminance, shrinakge, flexibility, linear removal, adhesion, Impact resistance, 3 year outdoor weathering and its having passed this test from an independent test lab as per clause 6.7 of IRC : 67-2012 for the product offered shall be submitted by the contractor.90 cm equilateral triangle

Painting with silicon and acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces:

Open Air Gym and Fitness Equipment

Earth work in excavation for foundation,trenches for pipes/cables or drains etc.by mechanical means/ manual means (exceeding 30 cm indepth.) including ramming of bottom, dressing of sides,disposal of excavated earth including of all lift and lead upto 50m.Disposed earth to be levelled and neatly dressed. Total Excavation

Supplying and filling in plinth under floors including, watering, ramming consolidating and dressing complete. Moorum/Hard copra Total filling

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. Cement concrete grade M-15 (Nominal Mix) with 20 mm maximum size of stone aggregate

Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine ith strong vibratory compaction and of approved size and design/shape laid in required colour and pattern over and including 50 mm thick compacted bed of stone dust sand, filling the joints with coarse sand etc. all complete as per the direction of Engineer-in-charge.

Supplying, fixing and tesing of approved make street/ road light fitting complete with copper wound polyster choke, lamp holder,starter holder, starter duly wired, side entry with clear acrylic cover with fixing clamps (without tube rod) including fixing with 20mm dia G.I. pipe medium class of required length upto 2 Meter for mounting on wall/existing pole, on existing"D" Bracket including bending the pipe to required shape and connectios including all materials as required. 1 x 40 watt

Procurement Cost

Shoulder Builder/ Arm Wheel- Outdoor Gym Equipment

Parallel Bar

Chest Press

Twsiter

Leg Press

Air Walker

Shoulder Press Double

Hip Swivel / Surf Board Double

Double Health Walker-Hand Puller

Rower / Back Shaper

Knee Chair

Yoga Area

Earth work in excavation for foundation,trenches for pipes/cables or drains etc.by mechanical means/ manual means (exceeding 30 cm indepth.) including ramming of bottom, dressing of sides,disposal of excavated earth including of all lift and lead upto 50m.Disposed earth to be levelled and neatly dressed.

Filling by 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 upto 1.5 m.

Surface dressing of the ground, including removing vegetation and inequalities not exceeding 15 cm depth and disposal of rubbish, lead upto 50 m and lift upto 1.50 m.

Supplying, filling, spreading & levelling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

Brick Bats

6.1Brickworkwithwellburntchimneybricksinbullspatenttrenchkiln manufacturedbygholprocess,crushingstrengthnotlessthan40kg/sqcm and water absorption not more than 15% in foundation and plinth.

Providing and laying inposition cement concrete of specified grade excluding the costofcentering and shuttering Al lwork upto plinth level. Cement concrete gradeM-15(NominalMix)with20 mm maximum size of stone aggregate

Providing and laying inposition cement concrete of specified grade excluding the costofcentering and shuttering Al lwork upto plinth level. Cement concrete gradeM-10(NominalMix)with20 mm maximum size of stone aggregate

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.

Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.

Providing and mixing integral crystalline admixture for waterproofing treatment to RCC structures like basement raft, retaining walls, reservior, sewage & water treatment plant, tunnels / subway and bridge deck etc.. at the time of transporting of concrete into the drum of the ready-mix truck , using integral crystalline admixture @0.80% (minimum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturer’s specification in reinforced cement concrete at site of work. The material shall meet the requirements as specified in ACI-212-3R2010 i.e. by reducing permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage.

Guard Home

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 Total Earthwork

Filling by 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 upto 50m and lift upto 1.5 m.

P.C.C. WORK Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. Cement concrete grade M-15 (Nominal Mix) with 20 mm maximum size of stone aggregate

R.C.C. Work Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor two level excluding the cost of centering, shuttering and reinforcement with Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete.Thermo-Mechanically Treated bars. (Fe 500 D or more)

Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for :Lintels, beams, plinth beams, girders, bressumers and cantilevers.

Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for :Foundations, footings, bases of columns, etc. For mass concrete. Column and Footing BaseFor Column faces

Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets 25 mm dia (heavy type)

Providing and fixing Bamboo jaffery/ fencing consisting of superior quality 25mm dia (Average) half cut bamboo placed vertically and fixed together with three numbers horizontal running members of Hard wood in scantling of section 50X25mm fixed with nails and G.I wire to existing surface complete as per direction of Engineer-in-charge.

10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa at 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks of class designation 100 grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat : With chimney brick tiles

Toilet

Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means / manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed.All kinds of soil

Supplying and filling in plinth under floors including, watering, ramming consolidating and dressing complete. Moorum/Hard copra

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. Cement concrete grade M-15 (Nominal Mix) with 20 mm maximum size of stone aggregate

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : For footing Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : For column Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : for Plinth beam size 250x 300 mm Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.

Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for :Foundations, footings, bases of columns, etc. For mass concrete. Column and Footing Base

Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for :Lintels, beams, plinth beams, girders, bressumers and cantilevers.

Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for : Suspended floors, roofs, landings, balconies and access platform. Including side shuttering.

Filling by 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 upto 1.5 m.

Supplying of standard quality GFRG panel of 124mm thickness with modular cavities purchased from GFRG panel manufacturing plant in the country, cut to required wall sizes and floor/ roof slab sizes in correct length and height, including cutting of door, window and ventilator opening as per the cutting drawing prepared by architects /design engineers for the construction of GFRG building and loaded in stillages for transportation to the construction site. Cost of panel includes security deposits, hire charges of stillages & jaws, cost of transportation in trucks/ lorries without any damages upto 300kms including all leads and lifts from GFRG manufacturing plant to construction site and unloading at site using suitable fork lift/ crane. (Payment shall be made on the basis of area of one side of panel without reduction of opening of door/ window / ventilator). For transportation above 300kms, additional charges to be paid.

Erection of GFRG Panels in walls in all floors using suitablecrane as per instructions of Engineer-in-Charge, as per cutting drawings and structural drawings, in perfect lineand plumb, above RCC plinth beam/GFRG panel below and provide necessary lateral/ slanting support to keepthe wall panel in safe position, providing & tieing of Reinforcement as per structural drawings and applying a coat of water repellant coating Zycosil/equivalent or equivalent product (1 ycosil/equivalent compound:10 water ) to saturation level over RCC plinth beam to provide water proofing treatment to joint between wall panel & plinth beam as per the guide lines / instruction by the engineer in charge. (Cost of reinforcement, water proofing of walls and plinth beam/GFRG panel below joints and installation of door/ window frames before filling of concrete shall be paid separately). The rate quoted shall include making provision for laying of lintels, beams, sunshades, staircase beams, lofts, plumbing work, electrical conduits and any structural insertion etc., as per the drawing and direction of the engineer in charge. The payment shall be made based on the actual exposed area (one side only) of the panel. The work shall be carried out as per the Special Conditions For Glass Fibre Reinforced Gypsum (GFRG) Structures mentioned in NIT. Note: i. When cutting panel, “A” side is to be for outside or external surface of respective external wall and B side is to be for internal surface of wall ii. Erection of panel is to be with reference to both building plan & cutting drawing by following notational mark indicated in the cutting drawing as well as notional mark written on each panel cut as per cutting drawing

After erection of GFRG wall panels, seal all GFRG wall joints with paper tape temporarily. Water proofing treatment of vertical joints with Zycosil/equivalent water proofing Solution (1 litre of Zycosil/equivalent & 20 litres of water stirred first & 2 litres of Zycoprime/equivalent added and stirred (total 23 litres)) with 50 ml syringe till the gap and in filled concrete is completely saturated. After removing the paper seal, seal off the vertical joints with water proofing material “Grout RW/equivalent” (Sealing cost excluded.)

Filling of empty cavities (as shown in the structural design drawing) with quarry dust mixed with 5% cement (by volume). After initial infill of 50 mm thick with M25 concrete at base/bottom of cavities to seal off, infill wall panel cavities in 3 stages as detailed below,i. 1st pour / infill to be limited to 0.3 to 0.50 m height from bottom of the panel. (ii) 2nd Pour/ infill: infilling shall be done only after 90 minutes interval between successive pours. The maximum height of infill shall be restricted to 1.5m height or up to the top level of door / window. ii. 3rd pour/infill: After an interval of 90 minutes of second pour, infill or pour the balance height up to the bottom of embedded RCC tie beam. Pour enough water just required to dampen the dry mix enough to form cake form after each stage. (cost of laying M25 concrete shall be paid separately) (If any rain falls in between any stages of concrete pour, make sure to cover the panel top to prevent ingress of water or water falling into the cavities. In case of water collection over the concrete inside the panel, drill 10mm hole in GFRG panel immediately above concrete filled level to drain out water before pour/in-fill of balance concreting)

Laying of GFRG panel as roof / floor slab panel and staircase panel using suitable crane as per instructions of Engineer-in-Charge, including providing support system with 25mm x 300mm-400 mm wide plywood, as runner with proper prop below proposed micro beams including a. Cutting of top flange of panel to 180 mm wide (leaving 25mm projection on either side) to provide RCC embedded micro beam as per cutting drawings and structural drawings. b. Reinforcement for micro beams and tie beams to be provided in position with proper anchorage as per structural drawings. c. Provision for Electrical cabling, fan hooks and laying of pipes for plumbing work. d. Concreting of Tie beam, micro beam and top of GFRG panels (50 mm thick) with M-25 cement concrete mix using coarse aggregate of size less than 20 mm including laying of 10 gauge 100mmx100mm size weld mesh with 25 mm effective cover from the panel top.

Finishing walls with textured exterior paint of required shade , New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm.:On Exterior

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor two level excluding the cost of centering, shuttering and reinforcement with Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete.Thermo-Mechanically Treated bars. (Fe 500 D or more)

Providing and fixing Bamboo jaffery/ fencing consisting of superior quality 25mm dia (Average) half cut bamboo placed vertically and fixed together with three numbers horizontal running members of Hard wood in scantling of section 50X25mm fixed with nails and G.I wire to existing surface complete as per direction of Engineer-in-charge.

Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters using following hinges. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.

Providing and fixing white vitreous china dual purpose closet suitable for use as squatting pan or European type water closet (Anglo Indian W.C pan) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I.brackets, 40mm flush bend, 20mm overflow pipe with specials of standard make and mosquito proof coupling of approved municipal design complete including painting of fittings and brackets, cutting and making good the walls and floors wherever required : White vitrious china dual purpose WC pan with white solid plastic seat and lid with white vitreous china flushing cistern and C.P. flush bend

Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern.

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require : White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap.

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe 32mm dia

Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : Rectangular shape 453x357mm

Providing and fixing toilet paper holder : Vitreous China

Providing and fixing plain bend of required degree. 100 mm Sand cast iron S&S as per IS – 1729

Providing and fixing double equal junction of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete : 100x100x100x100mm Sand cast iron S&S as per IS – 1729

Providing and fixing double equal plain junction of required degree. 100x100x100x100mm Sand cast iron S&S as per IS – 1729

Providing and fixing single unequal plain junction of required degree : 100x100x75mm Sand cast iron S&S as per IS – 1729

Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 100 mm inlet and 100 mm outlet Sand Cast Iron S&S as per IS: 1729.

Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved quality and colour. Waste coupling 31mm of 79mm length and 62mm breadth weighing not less than 45gms.

Providing and fixing PTMT Bottle Trap for Wash basin and sink. Bottle trap 31mm single piece moulded with height of 270mm, effective length of tail pipe 260mm from the centre of the waste coupling 77mm breadth with 25mm minimum water seal, weighing not less than 260gms.

Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fitting arrangement of approved quality and colour. 450MM long towel rail with total length of 495mm, 78mm wide and effective height of 88mm, weighing not less than 170gms.

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (6 to 7mm thick) of approved make in all colours, shades of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry including pointing in white cement mixed with pigment of matching shade complete.

Providing and placing on terrace at all floor polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. - 15 mm nominal bore.

Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 - 15 mm nominal bore.

Providing and fixing PTMT bib cock of approved quality and colour. 15mm nominal bore, 86mm long. Weighing not less than 88 gms.

Providing and fixing PTMT stop cock of approved quality and colour. 15 mm nominal bore, 86mm long. Weighing not less than 88 gms

Providing and fixing PTMT soap dish holder having length of 138 mm, breadth 102 mm height of 75mm with concealed fitting arrangements, Weighing not less than 106 gms.

Providing and fixing PTMT extension nipple for Water tank pipe fittings of approved quality and colour. 15mm nominal bore, Weighing not less than 32 gms.

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. 40mm dia

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes 110mm diameter

Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. rain water pipes embedded in and including cement concrete blocks 10x10x10cm of M-15 grade concrete with aggregate 20 mm nominal size and cost of cutting holes and making good the walls etc. :

Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.

UG Tank

Earth work in excavation for foundation,trenches for pipes/cables or drains etc.by mechanical means/ manual means (exceeding 30 cm indepth.) including ramming of bottom, dressing of sides,disposal of excavated earth including of all lift and lead upto 50m.Disposed earth to be levelled and neatly dressed. Total Earthwork in excavation

PCC Work Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. Cement concrete grade M-15 (Nominal Mix) with 20 mm maximum size of stone aggregate

Brick work will well burnt open bhatta bricks crushing strength not less than 25kg/cm² and water absoption not more than 20% in above plinth level upto floor two level in cm 1:6 including the cost of scaffholding etc for landing area station

Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for : Suspended floors, roofs, landings, balconies and access platform. Including side shuttering.

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor two level excluding the cost of centering, shuttering and reinforcement with Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding upto floor level including cost of binding wire, wastage and over laps upto 12mm horizontal/ inclined position of reinforcement bars in slab and beams, plinth, chajjas, lintels, upto 4.5m vertical length of reinforcement in wall columns (over laps shall be provided as per requirement of IS : 13920; IS 456 & SP : 34) etc. complete.Thermo-Mechanically Treated bars. (Fe 500 D or more)

15mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand) for Wall Both sides and all the surfaces of exposure

6 mm cement plaster to RCC Slab 1 : 3 (1 cement : 3 fine sand). Deduction from 6mm Plaster for Manhole

20mm cement plaster 1:3( 1 cement : coarse sand) finished with coat of neat cement

Bollard Lights

Supply, fixing & testing of approved make of LED integral type bollard cylindrical/square shape housing cast aluminium dome shape top cover fixed with cylindrical shape acrylic cover having base plate with holes for direct mounting complete with all accessories including preparation of foundation, fixing, connection etc. as required. LED of 1 to 3 Watt each assembled on single MCPCB, system lumens output with efficacy>90 lm/W. luminaire having color temp upto 6500K & 50000 burning hrs. life with minimum @ L 70, The colour rendering index of LED light should be more than 70. Luminiare, comprises of driver PF> 0.95 & surge protection 10KV. IP65 protection. Submission LM 79-08/IS16106 (2012), IEC60598, IEC61347i/c connection wire, testing etc. to complete the job. Bollard LED 8-10 Watt mushroom shape height > 600mm, color temp 3000-6000k

Telescope Installation

Skyoptic Aluminium Altazimuth Telescope

PROBE ASTRONOMICAL TELESCOPE 127MM OBJECTIVE LENS DIA by labpro

ARJN CONSTRUCTION