Tender For Annual Repair Contract External And Internal Maintenance Work Of School Building, Buildings In Premises, Situated In Jaora, Madhya Pradesh, Jaora-Madhya Pradesh

TDR : 50641400

Tender Notice
BOQ

Expired

Jaora , Madhya Pradesh

Tender Brief : Tender For Annual Repair Contract External And Internal Maintenance Work Of School Building, Buildings In Premises, Situated In Jaora, Madhya Pradesh

Document Fees
₹ 10000 /-

EMD
₹ 98800.0 /-

Tender Value
₹ 98.80 Lakhs /-

Submission Date
26-08-2025

Competition Type
Indian

Bidding Type
Tender

Need a Business Loan? Apply Now !


1	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).
2	Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal ofunserviceable material within 50 metres lead as per direction of Engineer-in- Charge.
3	Extra for cutting reinforcement bars manually/by mechanical means in R.C.C. work (Payment shall be made on the cross sectional area of R.C.C. work) as per direction of Engineer-in- Charge.
4	Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metreslead as per direction of Engineer-in- Charge. In cement mortar.
5	Demolishing stone rubble masonry 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.
6	Dismantling tile/Kota stone/ Marble/ Granite work in floors/walls and roofs laid in cement mortar including stacking material within 50 metres lead.
7	For thickness of tiles 10 mm to 25 mm.
8	For thickness of tiles above 25 mm and upto 40 mm.
9	Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
10	Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
11	Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :
12	Of area 3 sq. metres and below.
13	Of area beyond 3 sq. metres.
14	Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead:
15	Of area 3 sq. metres and below.
16	Of area beyond 3 sq. metres.
17	Dismantling steel work in built up sections with span upto 10 meter and hieght 5 meter in angles, tees, flats and channels including all gusset plates, bolts, nuts, Cutting rivets, welding etc. Including dismembering and stacking within 50metres lead.
18	Removal of old Tarfelt i/c disposal as directed by Engineer in charge.
19	Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead :
20	75 to 80 mm dia pipe.
21	100 mm dia pipe
22	Dismantling G.I. pipes (external work)including excavation and refilling trenches after taking out thepipes manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge :
23	15 mm to 40 mm nominal bore
24	Above 40 mm nominal bore
25	Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes manually/ by mechanical means, breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and leadat site within 50 metre lead as per direction of Engineer-in-charge:
26	Upto 150 mm diameter
27	Above 150 mm dia upto 300 mm dia.
28	Dismantling of flushing cistern of all types (C.I./PVC/ Vitrious China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead.
29	Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
30	Dismantling aluminium/Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material and stackingof serviceable material with in 50 meters lead as directed by Engineer-in-Charge.
31	Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50m lead and disposal of unserviceablematerials into municipal dumps:
32	100 mm diameter
33	150 mm diameter
34	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 into municipal dumps within 50 m lead:
35	Rectangular manhole 90x80 cm and 45 cm deep
36	Rectangular manhole 120x90 cm and 90 cm deep.
37	Extra for depth of manholes dismantled:
38	Rectangular manhole 90x80 cm and beyond 45 cm depth.
39	Rectangular manhole 120x90 cm and beyond 90 cm depth.
40	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 allleads including all lifts involved.
41	Transportation By Mechanical Transport including loading , unloading and stacking.
42	Lime, moorum, building rubbish cum
43	Earth
44	Transportation by manual labour including loading, unloading and stacking for lead upto 50 metre.
45	Lime, moorum, building rubbish cum
46	Earth
47	Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deepand disposal of rubbish, lead upto50 m and liftupto1.5 m.All kinds of soil.
48	Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
49	Clearing grass and removal of the rubbish upto a distance of 50 m outside the periphery of the area cleared.
50	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 lead and lift upto 1.5 m, disposed soil to be levelled and neatly dressed : All kinds of soil
51	Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal ofexcavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means). All kinds of soil
52	Excavating trenches of required width for pipes, cables, etcincluding excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5m including getting outthe excavated soil, and then returning the soil as required, inlayers 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 : (No extra lift is payable if work is done by mechanical means)
53	Pipes, cables etc, not exceeding 80 mm dia.
54	Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.
55	Filling available excavated earth (excluding hard rock/Ordinary 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.
56	Supplying and filling in plinth with crusher stone dust / coarse sand under floors including, watering, rammingconsolidating in layers not exceeding 20cm in depth and dressing complete. Note: - Maximum thickness of this layer shall be 20 cm.
57	Supplying and filling in plinth under floors including watering ramming consolidating in layers not exceeding 20cm in depth and dressing complete.
58	With hard muram having CBR >12 % at under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 20cm in thickness and dressing complete. (Note:- maximum thickness of this layer to be provided shall be 30cm)
59	Supplying and filling in plinth under floors including watering ramming consolidating in layers not exceeding 20cm in depth and dressing complete.Supplying and filing in plinth with soil (other then BC soil ) having MDD not less than 1.85 t/m3 under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 15cm depth and dressing complete.
60	Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :
61	Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete: With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration.
62	Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc.With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration.
63	Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 sand) to match the existing floor :With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration.
64	Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval includingdrilling 10mm dia and 200mm deep holes at 45 degree and plugging them withcement mortar 1:2 (1 cement : 2sand) to the full depth of the hole :With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration.
65	Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane(in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45degree at 150 mm centre to centre and sealingthe same.
66	Supplying and filling in Ground and embankment including watering ramming consolidating in layers not exceeding 20cm in depth and dressing complete.Supplying and filing in plinth with soil (other then BC soil ) having MDD not less than 1.85 t/m3 under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 15cm depth and dressing complete.
67	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
68	With 20mm nominal size graded stone aggregate. M 20 – Grade concrete
69	With 20mm nominal size graded stone aggregate. M 15 – Grade concrete
70	With 20mm nominal size graded stone aggregate. M-10, Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate
71	With 40mm nominal size graded stone aggregate.M 15 - Grade concrete
72	With 40mm nominal size graded stone aggregate. Nominal Mix -1 Cement : 3 sand : 6 graded stone aggregate (M 10)
73	Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size).
74	Extra for providing and mixing water proofing material as per IS standard in cement concrete work quantity as prescribed by the manufacturer.
75	Extra for laying concrete in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete.Note for item No. 4.15 :- The quantity will be calculated by multiplyingthe depth measured from the sub-soil water level up to centre of gravity of concrete under sub-soil water level with quantity of concrete in cumexecuted under sub-soil water. The depth of centre of gravity shall be reckoned correct to 0.1m. 0.05m or more shall be taken as 0.1m and less than 0.05m ignored.
76	Extra for laying concrete in or under foul positions.
77	Making plinth protection 50mm thick of cement concrete grade M10 over 75mm bed of dry metal ballast 40mm nominal size well rammed and consolidated and filled with sand including finishing the top smooth (with 20mm nominal size graded stone aggregate.)
78	Providing and laying cement concrete in sunken floors of WC, Toilets, Wash Areas etc with 1:5:10 (1 cement:5 coarse sand (zone-III) :10 graded stone aggregate 40 mm nominal size) excluding the cost of centering and shuttering.
79	Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :M 20 –Grade Concrete
80	Reinforced cement concretework (with 20mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and up to floor two level excluding cost of centering, shuttering, finishing and reinforcement :M 20 –Grade Concrete
81	Reinforced cement concrete work (with 20mm nominal size graded stone aggregate) in beams, suspended floors, roofs having slope of any degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level and up to floor two level excluding the cost of centering, shuttering, finishing and reinforcement in concrete grade. M 20 –Grade Concrete
82	Centering and shuttering including strutting, propping etc. and removal of form for :
83	Foundations, footings, bases of columns, etc. forconcrete up to plinth level.
84	Walls (any thickness) including attached pilasters butteresses, plinth beams and string courses etc.up to plinth level. Upto plinth level.
85	Walls (any thickness) including attached pilasters butteresses, plinth beams and string courses etc.up to plinth level. Above plinth upto 3.6 m height from plinth level
86	Suspended floors, roofs, landings, balconies and access platform.
87	Lintels, beams, girders, bressumers and cantilevers.
88	Columns, Pillars, Piers, Abutments, Posts and Struts.
89	Stairs, (excluding landings) except spiral-staircases.
90	Small lintels not exceeding 1.5m clear span, moulding as in cornices, windowsills,string courses, bands, copings, bed plates, anchor blocks and the like.
91	Weather shade, Chajjas, corbels etc., including edges.
92	Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of deshuttering and decentering at all levels, over a height of 4.2 metre, for every additional height of 1 metre or part thereof (Plan area to be measured)Suspended floors, roofs, landing, beams and balconies
93	Providing, hoisting and fixing up to floor two level precast reinforced cement concrete in lintels, manhole cover, shelves and like including setting in cement mortar 1:3 (1 cement : 3 sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but excluding the cost of reinforcement with M 15 –Grade Concrete.
94	Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire up to floor two level including all wastage etc. complete. Thermo-Mechanically Treated bars.(TMT/TMX) FE 500 D conforming to IS 1786.
95	Add extra for providing reinforcement above Floor two level for every additional floor or part there of.
96	Extra for laying reinforced cement concrete in or under water and/ or liquid mud including cost of pumping or bailing out water and removing slush etc., complete. Note For Item No. 5.25:- The quantity will be calculated by multiplying the depth measured from the subsoil water level up to the centre of gravity of the R.C.C. underubsoil water with the quantity of R.C.C. in cubic metre executed under subsoil water. The depth of centre of gravity shall be reckoned correct to 0.1 m. 0.05 m or more shall be taken as 0.1 m and less than 0.05 m ignored. No extra payment shall be made for placing reinforcement or centering & shuttering under sub - soil water conditions.
97	Extra for layingreinforced cement concrete in or under foul positions.
98	Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Note : Minimum Cement content is @ 330 kg/cum. (No extra payment for using extra cement as per requirement of mix design.)
99	All works upto plinth level.
100	All works above plinth level and upto floor V level.
101	Extra for each additional floor for all works above floor five level.
102	Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-InCharge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to it\"s components. System shall consist of metal profiles with a universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered selfcentering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membranein the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer - inCharge. (Material shall confirm to ASTM 6063).
103	Floor Joint of 100 mm gap
104	Floor Joint of 150 mm gap
105	Providing and fixing of expansion joint system related with wall joint (internal/ external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking themulticellular to facilitate movement. (Material shall confirm to ASTM 6063).
106	Wall Joint of 100 mm gap
107	Wall Joint of 150 mm gap
108	Providing and fixing of expansion joint system of approved make and manufactures for various roof locations as per approved drawings and direction of Engineer-InCharge. The joints shall be of extruded aluminum base members with, self aligning and self centeringarragement support plates asper ASTM B221-02. The system shall be such that it provides watertight roof to roof/roof to corner joint cover expansion control system that is capable of accommodating multidirectional seismic movement without stress to its components. System shall consist of metal profile that incorporates a universal aluminum base member designed to accommodate various project conditions and roof treatments. The cover plate shall be designed of width and thickness required to satisfy movement and loading requirements and secured to base members by utilizing manufacturer’s preengineered self-centeringarrangement that freely rotates/moves in all directions. The Selfcentering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. The Joint System shall resists damage or deterioration from the impact of falling ice, exposure to UV, airborne contaminants and occasional foot traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint System to have water tight joint is mandatory requirement. .(Material shall confirm to ASTM 6063.)
109	Roof Joint for 100 mm gap
110	Roof Joint for 150 mm gap
111	Brick work with well burnt chimney bricks in bulls patent trench kiln, crushing strength not less than 25kg /cm2 and water absorption not more than 20% infoundation and plinthi/c curingetc complete. Cement Mortar 1:6 (1 cement : 6sand).
112	Brick work withwellburntchimney bricks inbulls patenttrench kiln, crushing strength not less than 25kg /cm2 and water bsorption not more than 20% in superstructure above plith level and up to floor two level i/c curingetc complete.Cement Mortar 1:6 (1 cement : 6sand).
113	Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, in super structure above plinth level up to floor II level in :having 100 kg / cm2 average compressive strength, Cement mortar 1:6 (1 cement : 6sand)
114	Extrafor brick workin superstructure above floortwo levelfor eachadditional floor or part thereof respective item.
115	Providing half brick masonary with well burnt chimney bricks in bull patent trench klincrushing strength not less than 25 kg /cm2 and water absorption not more than 20% in superstructure above plinth level and up to floor two level. Cement mortar 1:4 (1 cement : 4sand)
116	Half brick masonry with fly ash lime Gypsum bricks (FALG bricks) conformingtoIS:12894,insuper structure above plinth and upto floor two level.
117	having 100 kg/cm2 average compressive strength, Cement mortar 1 : 3 (1 cement : 3 sand)
118	having 100 kg/cm2 average compressive strength, Cement mortar 1 : 4 (1 cement : 4 sand)
119	Extra for half brick masonry in superstructure, above floor II level for every floor or part thereof respective item.
120	Extra for providing and placing in position 2 Nos. 8mm dia. M.S. bars atevery thirdcourseof half brick masonry.
121	Coursed rubble masonry (1st or 2nd sort) with hard stone in foundation and plinth.
122	Cement mortar 1:6 (1 cement : 6sand)
123	Cement mortar 1:6 (1 cement : 6 sand)
124	Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor two level.
125	Masonry work (first sort) , in cement mortar 1:6 (1 cement : 6 sand)
126	Masonry work (second sort) , in cement mortar 1:6 (1 cement : 6 sand)
127	Providing and fixing ISI marked flush door shutters conforming to IS: 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood andwell matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters .30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.
128	Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
129	Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat on unexposed surface etc. complete :
130	2nd class teak wood, 50x12 mm
131	2nd class teak wood, 50 x 20 mm
132	Providing and fixing curtain rods of 1.25 mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever necessary complete :
133	20 mm dia.
134	25 mm dia.
135	Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
136	Fixed to steel windows by welding.
137	Fixed to openings /wooden frames with rawl plugs screws etc.
138	Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc. complete :
139	125x65x2.12 mm
140	100x58x1.90 mm
141	Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :
142	300x16 mm
143	250x16 mm
144	Providing and fixing ISI marked oxidised M.S. tower boltblack finish, (Barrel type) with necessary screws etc. complete :
145	150x10 mm
146	100x10 mm
147	Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :
148	125 mm
149	100 mm
150	Providing and fixing ISI marked stainless steel sliding door bolts with nuts and screws etc. complete :
151	300x16 mm
152	250x16 mm
153	Providing and fixing ISI marked stainless steeltower boltblack finish, (Barrel type) with necessary screws etc. complete :
154	200x10 mm
155	150x10 mm
156	Providing and fixing ISI marked stainless steel door latcheswith screws etc. complete :
157	300x20x6 mm
158	250x20x6 mm
159	Providing and fixing ISI marked stainless steel handles with necessary screws etc. complete :
160	125 mm
161	100 mm
162	Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete :
163	125x64x1.90 mm
164	100X58X1.90 mm
165	Providing and fixing 50 mm Stainless steel cup board or wardrobe knob with necessary screws (best make of approved quality)
166	Providing and fixing Stainless steel hanging type floor door stopper with necessary screws, etc. complete.
167	Providing and fixing bright finished brass 100 mm mortice latch and lock ISI marked with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles with necessary screwsetc. complete (Best make of approved quality).
168	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 necessary accessories and screws etc. complete.
169	Providing and fixing ISI marked aluminium butt hinges 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:
170	125x75x4 mm
171	100x75x4 mm
172	Providing and fixing aluminium sliding door 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 nuts and screws etc. complete :
173	300x16 mm
174	250x16 mm
175	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 :
176	200x10 mm
177	150x10 mm
178	Providing and fixing aluminium pull bolt lock anodised ISI marked (anodiccoatingnotlessthangradeAC 10as per IS : 1868) transparent or dyed to required colour and shade with necessary screws bolts, nut and washers etc. complete.
179	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:
180	125 mm
181	100 mm
182	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.
183	Single rubber stopper
184	Twin rubber stopper
185	Providing and fixing aluminium casement stays ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to requiredcolour and shade with necessary screws etc. complete.
186	Providing and fixing aluminium tee channels (heavy duty) with rollers, stop end in pelmets as curtain rod.
187	Providing and fixing aluminum U beading of required size to Pre-laminated /flush door shutter including fixing etc. complete as per direction of Engineer-in-charge.
188	Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete.
189	With 2nd class teak wood beading 62x19 mm.
190	With 12 mm mild steel U beading.
191	Providing and fixing magnetic catcher in cupboard / ward robe shutters including fixing with necessary screws etc. complete (Best make of approved quality).Double strip (horizontal type).
192	Providing and fixing powder coated telescopic drawer channels with necessary screws etc. complete as per directions of Engineer-in-charge.
193	300mm long
194	450mm long
195	Providing and fixing sliding arrangement in racks/ cupboards/ cabinets shutter by P/F stainless steel rollers to run inside C or E aluminium channel section (The payment of C or E channel shall be made separately)
196	Providing and fixing 12mm thick panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (area of opening for panel inserts excluding portion inside grooves or rebates to be measured).Panelling for panelled or panelled and glazed shutters 25mm to 40mm thick.
197	Marine plywood conforming to IS: 710
198	Fire retardant plywood conforming to IS: 5509.
199	Providing and Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish with high density protective surface layer and reverse side of adhesivebonding quality conforming to IS : 2046 Type S including cost of adhesive of approved quality.
200	1.5 mm thick.
201	1.0 mm thick.
202	Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/ceosetory windows and other frames/chowkhat 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) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed S.S. screws having minimum density of 750 kg/m3 and screw withdrawal strength of 2200 N (Face) & 900 N (Edge), minimum compressive strength 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/S.S.dash fasteners of required dia and length complete as per direction of Engineer-in-Charge. (M.S. holdfast/lugs or S.S. dash fasteners shall be paid separately)
203	Single rebate (100 mm X50 mm)
204	Single or double rebate (125 mm X 65mm)
205	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-InCharge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately)
206	24 mm thick WPC (Wood polymer composite) solid plain flush door shutter
207	28 mm thick WPC (Wood polymer composite) solid plain flush door shutter
208	Providing and fixing fly proof wire gauze to windows, clerestory windows and doors with u clip, EPDM rubber / neoprene gasket complete.Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides.
209	Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps atjunctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/paneling, C.P. brass/stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :
210	For fixed portion. Powder coated aluminium (minimum thickness of powder coating 50 micron)
211	For shutters of doors, windows and ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required(Fittings shall be paid for separately). Powder coated aluminium (minimum thickness of powder coating 50 micron)
212	Providing and fixing 12mm thick Pre-laminated particle board flat pressed three layer or graded wood particle board conforming to IS:12823 Grade l Type ll, in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass/stainless steel screws etc. complete as per architectural drawings and directions of engineer-in-charge.
213	Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side.
214	Pre-laminated particle board with decorative lamination on both sides.
215	Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost ofaluminium snap beading shall be paid in basic item) :With float glass panes of 4.0 mm thickness (weight not less than 10 kg/sqm)
216	Add extra for providing and fixing froasted glass instead of float glass With glass panes of 4.0 mm thickness (weight not less than 10 kg/sqm)
217	Filling the gap in between aluminium frame and adjacent RCC/ Brick/Stone work by providing weather silicon sealant over backer rod ofapproved quality as per architectural drawings and direction of Engineer-in-charge complete. Upto 5 mm depth and 5 mm width
218	Providing and fixing Brass 100 mm mortice latch and lock with 6 levers without pair ofhandles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete.
219	Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200mm centre to centre, including cutting the grill to proper opening size for fixing andoperation of handlesandfixingapproved anodised aluminium standardsection around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment).
220	Structural steel work using M.S. flats, angles, channels I-section, H- section etc.riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
221	Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x5mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6mm for diagonal braces
222	Providing and fixing M.S. Tubular frames and shutters or frames only or shutters only for doors, windows, ventilators and cupboard with any sections, made of 1.60 mm or 1.25 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size as per drawing, including fixing of necessary butt hinges, stays and screws and applying a priming coat of approved steel primer excluding cost of all fittings such as handles, tower bolts, sliding door bolts, latches etc. and panels.
223	Fixing with 15x3 mm lugs 10 cm. long embedded in cement concrete block 15x10x10 cm of Cement Concrete 1:3:6 (1 Cement : 3 sand : 6 graded stone aggregate 20 mm nominal size).
224	Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately).
225	Steel work in built up M.S. tubular section (round, square or rectangular hollow tubes etc.) trusses/frame work etc. including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
226	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.
227	In stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete.
228	In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
229	Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length (total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron \"Y\" shaped placed 2.4m or 3.00m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately).
230	40 mm thick Cement concrete flooring 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate) 20mm nominal size stone aggregate in panels finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.(Area of panel not to exceed 2.0 sqm)
231	Cement concrete pavementwith Cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) including finishing complete.
232	Providing and fixing 18mm thick gang saw cut mirror polished (premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing moulding and polishing to edge to give high gloss finish wherever required etc. complete at all levels. samples approved by Engineer-in-charge.
233	Raj Nagar plain/White Marble/Udaipur Green Marble /Zebra black
234	Granite fine grained dark crystal of other colours and various patterns
235	Granite work gang saw cut (polished and machine cut) of thickness 18mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement : 3 sand) including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade: (To be secured to the backing by means of cramps, which shall be paid for separately).
236	Area of slab over 0.50 sqm Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter
237	Area of slab upto 0.50 sqmGray/Pink/Brown or equivalent with various patterns
238	Providing and laying gang saw cut 18 mm thick, mirror polished premoulded (wherever required) and pre polished machine cut granite stonework in flooring of required size shape of approved shade, color and texture in flooring laid over 20 mm thick base of cement mortar 1:4 (1 Cement: 4 sand) including grouting the joints with white cement mixed with matching pigments epoxy touch ups etc. complete as per direction of Engineer-in-Charge.
239	Area of slab over 0.50 sqm Fine grained granite dark Black/dark Red/ White or equivalent with self design/ pattern/crystals of other colors of glitter
240	Area of slab upto 0.50 sqm Gray/Pink/Brown or equivalent with various patterns
241	Providing edge moulding to 18mm thick marble stone counters, Vanities, window sills etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.Granite work.
242	Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss finish complete.
243	40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 sand) including pointing with cement mortar 1:2 (1 cement : 2 sand) with an admixture of pigment to match the shade of stone.Red sand stone
244	Providing and laying Ceramic glazed floor tiles 300x300 mm or more (having thickness 6 to 7mm) of 1st quality conforming to IS : 15622 of approved make in any colours and shade laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 sand) including pointing the joints with white cement and matching pigment etc., complete.
245	Providing and fixing Ceramic glazed wall tiles 300x450 mm or more (having thickness 6 to 7 mm) of 1st quality conforming to IS: 15622 of approved make in all Colours& shades, except burgundy, bottle green, black laid on 12mm thick bed of Cement Mortar 1:3 (1 Cement: 3 sand)preprad same day when mortar is still green jointed with grey cement slurry @3.3 kg per sqm including pointing the joints with white cement and matching pigments etc., complete.
246	Providing and laying Antiskid floor tiles of any sizes, 12 mm thickness with water absorption less than 0.08% and conforming to IS:15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 sand) including grouting the joints with white cement with matching pigments etc., complete.
247	Providing and laying factory made chamfered edge Cement Concrete paver blocks of required colour strength, thickness pattern, surface texture (smooth/rough) and size/shape, conforming to 15658-2006 IS marked made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of stonedust, compacting and proper embedding/ laying of inter locking paver blocks into the 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 including locking edges in 0.30 mm with courtyards, porch with M 15 cement concrete in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturer\"s specifications and direction of Engineer-inCharge.
248	80 mm thick C.C. paver block of M-35 grade
249	60 mm thick C.C. paver block of M-35 grade
250	Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
251	Providing and fixing 16mm thick gang saw cut mirror polished premoulded and prepolished machine cut Granite of approved shade, colour and texture of Granite Door frame. in cement mortar 1:3 (1 cement :3 sand) including pointing with an admixture of pigment to match the shade including fixing of granite stone door frame with epoxy resin based adhesive including secured to the backing by means of cramps, drilling of hole with rawl plugs and screws 75mm long cleaning etc. complete. Including rubbing, curing, moulding and polishing edges to give high glossy finish and drilling of hole for fixing stainless steel hings, aldrop, towerbolt etc complete at all levels as per instruction of Engineer-in-charge.
252	Granit Door frame for 100mm thick wall Thickness.
253	Granit Door frame for 200mm thick wall Thickness.
254	Providing and laying Vitrified floor tiles Multi/Double Charged (Minimum top layer thickness 2.0 mm) Nano polished self design, indifferent sizes, with water absorption less than 0.05 % and conforming to I.S. 15622, of approved make in all colours and shade Ist quality premium in flooring laid on 20 mm thick cement mortar 1:4 (1 cement: 4 sand), including grouting the joint with white cement and matching pigments etc. complete.
255	In light shade glossy/rustic/satin finished Size 600X600 mm thickness 9-10 mm
256	In light shade glossy/rustic/satin finished Size 800X800 mm thickness 11-12 mm
257	Providing and laying Vitrified floor tiles Multi/Double Charged (Minimum top layer thickness 2.0 mm) Nano polished self design, indifferent sizes, with water absorption less than 0.05 % and conforming to I.S. 15622, of approved make in all colours and shade Ist quality premium in skirting laid on 12 mm thick cement mortar 1:3 (1 cement: 3 sand), including grouting the joint with white cement and matching pigments etc. complete.
258	In light shade glossy/rustic/satin finished Size 600X600 mm thickness 9-10 mm
259	In light shade glossy/rustic/satin finished Size 800X800 mm thickness 11-12 mm
260	Providing and laying Vitrified floor tiles Full body design homogenious Body matt/rusticfinishindifferent sizes, with water absorption less than 0.05 % and conforming to I.S. 15622, of approved make in all colours and shade Ist quality premium in flooring laid on 20 mm thick cement mortar 1:4 (1 cement: 4 sand), including grouting the joint with white cement and matching pigments etc. complete for indoors.
261	In light colours and shades as ivory, beige, blanco, gray etc. Size 600X600 mm thickness 9-10 mm
262	(c) Size 600X600 mm thickness 11-12mm (to be used heavy duty indoor areas of non residencial buildings only such as schools, hostels, libraries hospitals, institutions, offices etc.)
263	Providing and laying Vitrified floor tiles Full body design homogenious Body matt/rusticfinishindifferent sizes, with water absorption less than 0.05 % and conforming to I.S. 15622, of approved make in all colours and shade Ist quality premium in skirting, riser, laid on 12 mm thick cement mortar 1:3 (1 cement: 3 sand), including grouting the joint with white cement and matching pigments etc. complete for indoors.In light colours and shades as ivory, beige, blanco, gray etc. Size 600X600 mm thickness 9-10 mm
264	Providing and laying digital print random design (PGVT)/(GVT) vitrified tiles in different sizes with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours and shades,1st quality premium, including grouting the joints with white cement with matching pigments etc., complete.
265	For floor glossy/rustic/satin/matt finish laid on 20 mm thick cement mortar 1:4 (1 cement:4sand). Size 600 x 600 mm thickness 9-10 mm
266	For floor glossy/rustic/satin/matt finish laid on 20 mm thick cement mortar 1:4 (1 cement:4sand). Size 800X 800mm thickness 9-10 mm
267	For floor glossy/rustic/satin/matt finish laid on 20 mm thick cement mortar 1:4 (1 cement:4sand). Size 600X 1200mm thickness 9-10 mm
268	Providing and laying digital print random design (PGVT)/ (GVT) vitrified tiles in different sizes with water absorption less than 0.05% and conforming to IS:15622 of approved make in all colours and shades,1st quality premium in skirting, riser, laid on 12 mm thick cement mortar 1:3 (1 cement : 3 sand) including grouting the joints with white cement with matching pigments etc., complete.
269	For skirting, riser, dado and wall lining etc. glossy/ rustic /stain/ mattfinished in all colours and shades Size 600 x 600 mm thickness 9-10 mm
270	For skirting, riser, dado and wall lining etc. glossy/ rustic /stain/ mattfinished in all colours and shades Size 800 x 800 mm thickness 11-12 mm
271	For skirting, riser, dado and wall lining etc. glossy/ rustic /stain/ mattfinished in all colours and shades Size 600 x 1200 mm thickness 11-12 mm
272	Supplying and filling in sunken areas (toilet and balcony etc.) with Crushed sand / sand after water proofing and installation of spout.
273	Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm + 0.05 %, total coated thickness with zinc coating 120 gsm as per IS: 277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
274	Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm + 0.05 % total coated thickness, Zinc coating 120gsm as per IS: 277 in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :
275	Ridges plain (500 - 600mm).
276	Gutter .(600 mm over all girth).
277	Providing and fixing UV stabilised fibreglass reinforced plastic sheet roofing upto any pitch including fixing with polymer coated \"J\" or \"L\" hooks, bolts and nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% Ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified.
278	2mm thick corrugated (2.5\" or 4.2\" or 6\") or step-down (2\"or 3\"or 6\") as specified.
279	2mm thick flat.
280	Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 sand : 4 stone aggregate 10mm and down grade) including finishing with cement mortar 1:3 (1 cement : 3 sand) as per standard design : In 75x75mm deep chase
281	Providing and fixing on wall face Rigid Unplasticised rigid PVC (upvc) Single socketed 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.
282	75 mm diameter (minimum wall thickness 1.8mm)
283	110 mm diameter (minimum wall thickness 2.2mm)
284	Providing and fixing on wall face Unplasticised - PVC moulded fittings/ accessories for Unplasticised Rigid PVC rain water pipes conforming to IS : 13592Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.
285	Coupler 75 mm (minimum wall thickness 1.8mm)
286	Coupler 110 mm (minimum wall thickness 2.2mm)
287	Single push fit Coupler : 75 mm (minimum wall thickness 1.8mm)
288	Single push fit Coupler : 110 mm (minimum wall thickness 2.2mm)
289	Single tee with door 75x75x75 mm (minimum wall thickness 1.8mm)
290	Single tee with door 110x110x110 mm (minimum wall thickness 2.2mm)
291	Single tee without door 75x75x75 mm (minimum wall thickness 1.8mm)
292	Single tee without door 110x110x110 mm (minimum wall thickness 2.2mm)
293	Bend87.5° 75 mm bend (minimum wall thickness 1.8mm)
294	Bend87.5° 110 mm bend (minimum wall thickness 2.2mm)
295	Shoe (Plain) 75 mm Shoe (minimum wall thickness 1.8mm)
296	Shoe (Plain) 110 mm Shoe (minimum wall thickness 2.2mm)
297	Providing and fixing Unplasticised -PVC pipe clips of approved design to Unplasticised - PVC rain water pipes by means of bombay nail of required length including making good the wall etc. complete.
298	75 mm (minimum wall thickness 1.8mm)
299	110 mm (minimum wall thickness 2.2mm)
300	12 mm cement plaster of mix :
301	1:4 (1 cement : 4 sand)
302	1:6 (1 cement : 6 sand)
303	15 mm cement plaster on the rough side of single or half brick wall of mix :
304	1:4 (1 cement : 4 sand)
305	1:6 (1 cement : 6 sand)
306	20 mm cement plaster of mix :
307	1:4 (1 cement : 4 sand)
308	1:6 (1 cement : 6 sand)
309	Providing sand faced plaster upto 10meter hight above ground level concrete or brick masonry surfaces in two coats, base coat of 13 mm thick in cement mortar 1:4 (1 cement: 4 sand), clearing the surface by combing it and finishing coat of 8 mm. thick in cement mortar 1:3 (1 cement: 3 sand) and taking out surface grains by mechanical arrangement or applying second coat by mechanical means including cost of all material, labour, and T and P including all lead, lift and scaffolding etc. complete.
310	Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.
311	Forming groove of uniform size 20 or 15 mm wide and 15 mm deep in the top layer of washed stone grit plaster as per approved pattern using woodenbattens, nailed to the under layer including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge :
312	Providing and fixing mesh in vertical and horizontal junction of RCC and brick/AAC work including scaffolding and all lead and lift etc. complete.Providing and fixing fibre mesh of 145 GSM weight in required width with cement mortar before plastering upto 10m height.
313	Providing and fixing broken glass in cement mortar 1.3 including cost of mortar, over compound walls.
314	Providing and applying white cement based putty of average thickness 1 mm, of approved brand over the plastered wall surface to prepare the surface even and smooth i/c all cost of material, labour and scaffold etc in all position complete.
315	Providing and applying special putty in two coats based materials varnish, Belgium chalk, turpentile oil, white paint,safeda including sand papering for making the surface smooth for applying any or vinyl paints including all cost of material and labour etc complete.
316	Distempering by any mechanical or manual means with 1st quality acrylic distemper, 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.Two coats.
317	Finishing walls by any mechanical or manual means with Acrylic Smooth exterior paint (Economy Exterior) of required shade including all scaffolding. New work (Two or more coat applied @1.67ltr/10sqm over and including one coat undiluted exterior waterproofing coating @ 2.39 litre/10 sqm with crack bridging ability of upto 0.5mm on horizontal surfaces with an elongation of 150% and water proofing of upto 3 bars on vertical surface
318	Finishing walls by any mechanical or manual means with Premium Acrylic Smooth exterior paint (Premium exterior) of required shade including all scaffolding. New work (Two or more coat applied @1.67ltr/10sqm over and including one coat undiluted exterior waterproofing coating @ 2.39 litre/10 sqm with crack bridging ability of upto 0.5mm on horizontal surfaces with an elongation of 150% and water proofing of upto 3 bars on vertical surface)
319	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work.
320	Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content.
321	With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 50 grams/ litre.
322	With ready mixed red oxide zinc chromatic on steel/ iron works having VOC content less than 250 grams/litre.
323	With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre.
324	Mealamine polishing on door windows by preparing the surface applying putty base course. prepare the surface smooth by sand papering and then applying mealamine polish with air compressor. Two or more coats on new works including a coat of wood filler.
325	Providing and Applying Roto Wall finishing system being a dispersion of inorganic fillers, calcite, pure silica, quartz and broad spectrum fungicides stabilized by an acrylic co-polymer, to be applied by means of customized trowels (one for in corporating material on base and spreading and other for finishing) in single coat with a coating thickness of 2.0-2-2.5mm on a cured smooth level plaster without keying, by the approved applicator of manufacturer, of the approved shade as per directions for usage all inclusive including primer coat on the base.
326	Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints andpreparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50metres lead : With cement mortar 1:4 (1 cement : 4 sand).
327	Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete including disposal of rubbish to the dumping ground within 50 meters lead :
328	Door chowkhats
329	Window chowkhats
330	Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
331	Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade: Old work (one or more coats).
332	Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
333	Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: One or more coats on old work.
334	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade: One or more coats on old work.
335	Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade: One or more coats on old work.
336	Finishing walls with Acrylic Smooth exterior paint of required shade :Old work (Two or more coat applied @ 1.67 ltr/10 sqm) on existing cement paint surface.
337	Melamine polishing on wood work (one or more coat). Old work
338	Laying old cement concrete interlocking paver blocks of any design/shape laid in required line, level, curvature, colour and pattern over and including 50mm thick compacted bed of sand, filling the joints with sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost).
339	Chipping, Removing, Carefully loose plaster and Concrete work by low impact Hammer, Breaker without damaging the structure as Instructed by Engineer-in-Charge.
340	Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast Iron P or S trap, UPVC P or Strap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required :White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests.
341	Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern and C.P. flush bend with fittings and C.I.brackets, 40mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipaldesigncompleteincluding paintingoffittingsandbrackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid.
342	Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265 mm 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 :
343	Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern.
344	Range of three urinal basins with 10 litre white P.V.C. automaticflushing cistern.
345	Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass including painting of fittings and cutting and making good the walls and floors wherever required
346	Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern.
347	Range of three half stall urinals with 10 litre P.V.C. automatic flushing cistern.
348	Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C. automatic flushing cistern, with fittings, standard size G.I. / PVC flush pipe for back and front flush with standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete including painting of fittings and cutting and making good the walls and floors etc. wherever required :
349	Single squatting plate with 5 litre P.V.C. automatic flushing cistern.
350	Range of two squatting plates with 5 litre P.V.C. automatic flushing cistern.
351	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,includingpainting of fittings and brackets, cutting and making good the walls wherever require :
352	White Vitreous China Wash basin size 630x450 mm with a single 15mm C.P. brass pillar tap.
353	White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap.
354	Oval shape wash basin over counter /under counter with 15mm C.P brass pillar tap (Counter to be paid sepratly).
355	Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS:7231, with all fittings and fixtures complete. 10 litre capacity
356	White
357	coloured
358	Providing and fixing unplasticised Rigid PVC soil and waste pipes conforming to IS: 13592 Type B including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. Single socketed pipes for working pressure of 4 kg/sqcm.
359	75 mm diameter (minimum wall thickness 3.2mm)
360	110 mm diameter (minimum wall thickness 3.2mm)
361	Providing and fixing unplasticised PVC moulded fittings/ accessories for unplasticised Rigid PVC soil and waste pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.
362	Coupler, 75 mm
363	Coupler, 110 mm
364	Single pushfit Coupler, 75 mm
365	Single pushfit Coupler, 110 mm
366	Single tee with door, 75x75x75 mm
367	Single tee with door, 110x110x110 mm
368	Single tee without door, 75x75x75 mm
369	Single tee without door, 110x110x110 mm
370	Bend 87.50, 75 mm bend
371	Bend 87.50, 110 mm bend
372	ProvidingandfixingUnplasticised- PVC pipe clips of approved design to Unplasticised-PVCsoilandwaste pipesbymeansofbombaynailof required length including and making good the wall etc. complete.
373	75 mm
374	110 mm
375	Providing and fixing UPVC trap of self cleaning design complete. Including cost of cutting and making good thewallandfloors.100mm inlet and 75 mm outlet
376	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.
377	Flexible pipe (only in residential & complaxes), 32 mm dia
378	Flexible pipe (only in residential & complaxes), 40 mm dia
379	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge.
380	Internal work - Exposed on wall20 mm nominal outer dia Pipes.
381	Internal work - Exposed on wall25 mm nominal outer dia Pipes.
382	Internal work - Exposed on wall 50 mm nominal outer dia Pipes.
383	Concealed work including cutting chases and making good the walls etc.20 mm nominal outer dia Pipes.
384	Concealed work including cutting chases and making good the walls etc.25 mm nominal outer dia Pipes.
385	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stabilityfor hotandcoldwatersupply including all CPVC plain and brass threaded fittings. This included jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer-in- Charge.
386	External Work, 20 mm nominal outer dia Pipes.
387	External Work, 25 mm nominal outer dia Pipes.
388	External Work, 50 mm nominal outer dia Pipes.
389	External Work, 75 mm nominal inner dia Pipes.
390	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc.
391	External work : including trenching and refilling etc., 25 mm dia. nominal bore
392	External work : including trenching and refilling etc., 50 mm dia. nominal bore
393	External work : including trenching and refilling etc., 80 mm dia. nominal bore
394	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
395	With brass lever handle of approved quality., 25 mm nominal bore
396	With brass lever handle of approved quality., 40 mm nominal bore
397	Providing and fixing CPVC gate valve with knob of approved quality.
398	25 mm nominal bore
399	32 mm nominal bore.
400	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
401	15 mm nominal bore
402	20 mm nominal bore
403	25 mm nominal bore
404	Providing and fixing uplasticised PVC connection pipe with brass unions :
405	45 cm length, 15 mm nominal bore
406	45 cm length, 20 mm nominal bore
407	Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work)
408	20 mm nominal bore
409	25 mm nominal bore
410	Providing and placing on terrace (at all floor levels) 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.
411	Providing and fixing C.P. brass bib cock of approved quality conforming to IS: 8931, 15 mm nominal bore.
412	Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gm, 15 mm nominal bore.
413	Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gm, 15 mm nominal bore
414	Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS: 8931. 15 mm nominal bore.
415	Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931, 15 mm nominal bore
416	Providing and fixing C.P. brass pillar cock approved quality and make conforming to IS: specification. 15 mm nominal bore 125 mm long foam flow.
417	Providing and fixing C.P. brass elbow operated bibcock of approved quality and make conforming to IS: specification. 15 mm nominal bore.
418	Providing and fixing C.P. brass elbow operated pillar cock of approved quality and make conforming to IS: specification. 15 mm nominal bore.
419	Providing and fixing PTMT bib cock of approved quality andcolour 15mm nominal bore.
420	86 mm long weighing not less than 88 gm
421	122 mm long weighing not less than 99 gm
422	Providing and fixing PTMT stop cock of approved quality and colour.
423	15 mm nominal bore, 86mm long. Weighing not less than 88 gms.
424	20mmnominalbore, 89mm long. Weighing not less than 88 gms.
425	Providing and fixing PTMT pillar cock of approved quality and colour.15mm nominal bore, 125mm long foam flow weighing not less than 120 gms.
426	Providing and fixing PTMT, push cock of approved quality and colour.15 mm nominal bore, 98mm long. Weighing not less than 75 gms.
427	Providing and fixing PTMT angle stop cock 15 mm nominalbore. Weighing not less than 85 gms.
428	Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./H.P.H.D. plastic ball.
429	15 mm nominal bore, 105 mm long. Weighing not less than 138 gms.
430	20 mm nominal bore, 120 mm long. Weighing not less than 198 gms.
431	25 mm nominal bore, 152mm long. Weighing not less than 440 gms.
432	Providing and fixing Unplasticised P.V.C. connection pipe with PTMT Nuts collar and bush of approved quality and colour 15 mm nominal bore, 45 cm length.
433	Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour.
434	15 mm nominal bore. Weighing not less than 32 gms.
435	20 mm nominal bore. Weighing not less than 40gms.
436	Cutting holes upto 30x30 cm in walls including making good the same :With common burnt clay bricks of 25 kg/sqcmor flyash bricks of 50 kg/cm2compressive strength.
437	Providing and fixing CP jet assembly to including connection etc complete.
438	Providing and fixing C.P. brass two way bib cock with wall flange of approved quality conforming to IS standards, 15 mm nominal bore
439	Providing and fixing C.P. brass two way angle cock with wall flange of approved quality conforming to IS standards, 15 mm nominal bore
440	Providing and fixing in position best Indian Health Faucet with 8mm dia 1.2meter long Flexible Tube and wall bracket with N.R.V. (non-return wall).
441	Providing and laying below ground unplasticised PVC pipe to with stand working pressure of 4 kg/cm2 soild waste pipes confirming to IS:13592 and IS:4985 including jointing with seal ring confirming to IS :5282 leaving10mmgapforthermal expansionallnecessaryfittings etc. complete. Excavation to be paid seperataly.
442	110 mm diameter OD (min. wall thickness 3.2mm)
443	160 mm diameter OD (min. wall thickness 4.0mm)
444	200 mm diameter OD (min. wall thickness 4.9mm)
445	Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 20 mm nominal size) all-round PVC pipes including bed concrete as per standard design:
446	110 mm diameter PVC. pipe
447	160 mm diameter PVC. pipe
448	200 mm diameter PVC. pipe
449	Providing and fixing square- mouth S.W. gully trap class SP1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :
450	100x100 mm size P type With well burnt bricks
451	150 x 100 mm size P type. With well burnt bricks
452	Constructing brick masonry manhole in cement mortar 1:4 (1 cement : 4 sand) R.C.C. top slab with Cement Concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design
453	Inside size 90x80 cm and 45 cm deepincludingC.I.coverwith frame (light duty) 455x610 mm internal dimensions total weight ofcoverandframetobenot less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :With well burnt bricks
454	Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) :Withwell burnt bricks
455	Extra for depth for manholes
456	Size 90x80 cm, With well burnt bricks
457	Size 120x90 cm, With well burnt bricks
458	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 sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :
459	For pipes 100 to 230 mm diameter
460	For pipes 250 to 300 mm diameter
461	For pipes 350 to 450 mm diameter
462	Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required (Brick work for Raising depth of manhole to be paid separately) :
463	Rectangular manhole 90x80 cm with rectangular cover 600x450 mm of grade LD - 2.5
464	Rectangular manhole 120x90 cm with circular cover 500 mm dia of grade MD - 10
465	Deduct for not provide C.I. manhole cover with frame
466	for item No. 19.9.1.1 & 19.9.1.2
467	for item No. 19.9.2.1 & 19.9.2.2
468	Providing & Fixing of Precast RCC drain cover of size 1150x400x100mm (thickness) with 10 holes, manufactured by using M-30 grade of concrete reinforced with two layers of 8mm dia Tor Steel @100mm c/c both ways, manufactured by vibro compaction process using joint less FRP moulds, so at to achieve shuttering finish on five faces @ top face will have broom finish etc complete.
469	Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqmmixed with water proofing cement compound @ 0.253 kg/sqm.This layer will be allowed to air cure for 4 hours.b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm.This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.
470	Grading roof for receiving water proofing treatment with, Cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size)
471	Water proofing treatment over Roof, Wall, Chajjas, Balcony with fibre glass mesh and Sealer coat at leakage/seepage area consisting of (i) Surface preparation roughening of surface, opening cracks in ‘V’ groove in size of 5mmX10mm (WXD), filling of cracks with putty with laying fiber glass mesh, Cleaning of surface by scrubbing with steel wire/Nylon brush.Removing all dust particles and washing with adequate water to clean completely. (ii) Providing and applying 1st coat of fibre glass mesh (minimum thicknes 70-80 micron) and two component flexible waterproof and protective modified mortar, dry powder 80%chemical 20% acrylic resin having 30% solid contents) with mix proportion of part 1 and 2 with proper mixing with laying of fiber glass mesh (of weaving size of 10X10 yarn/inch duly coated with alkaline resistant polymer). Allow the coating to air cure for minimum 2 Hrs. After two hours of 1st coat applying 2nd coat (minimum thickness 100 micron) of fibre glass mesh of with mix proporation of part 1 and 2 with proper mixing. Allow the coating to air cure for minimum 2 hrs. Consumption of two component should be acrylic resin @17.90 kg for 10 sqm area or as per manufacture instructions. (After two coats of diamond shield, surface is to be cured properly minimum for 4 hrs. before application of third coat). (iii) Providing and applying 1st coat of sealer coat 50-60 micron (single component Hight build elastomeric, fixable pure acrylic waterproofing membrane having solid content of 65%) and allow it to air cure for 4Hrs. minimum. After two hours minimum of 1st coat applying 2nd and finals coat 120-140 micron of sealer coat and allow it to air cure for 4 Hrs mimimum. Consumption of Sealer coat should be @ 5.40 kg per 10 sqm area. (iv) The treated area should be cure with water for 48 hrs. by flooding the surface. (v) The final appearance of the coating will be milky white. All above operations to be done in order.(five years guarantee)
472	Providing water proofing treatment over Roof, Wall, Chhajjas, Balcony with Rubberized elastomeric cold applied liquid waterproofing membrane blend of special resin and rubber with more than 1300% elongation (confirming ASTM-D2370-98), at leakage/seepage area consisting of the following operation.(iv) Providing and applying 3rd coat of rubberized elastomeric liquid membrane (Ratio: 1 part membrane and 10% water). Total DFT (Dry film thickness) thickness after 3rd coat must be 280-300 micron and consumption in three coats @ 6.5kg for 10sqm.(i) Removal of damaged waterproofing treatment if any like bituminous membrane / plaster/ brick bat koba /screeding etc.(ii) Surface preparation: Roughening of surface by scrubbingwith steel wire/Nylon brush/Removing all dust particles and washing with adequate water to clean completely, opening of cracks in \"V\" groove in size of 5mm x 10m (WxD), filling of cracks with elastomeric creak filler/PU sealent repair of potholes and holor making on roof surface by polymer mortar with adding SBR bonding agent.(iii) Providing and applying 1st coating of rubberized elastomeric liquid membrane as primer (ratio 1:2 1 part liquid membrane and 2 part water) by brush/ Roller/ Spray having minimum thickness of70-80micron. Allow the coating to set in natural air for minimum 2 hrs, then put reinforcement by laying 45gsm fibre glass mesh and applying 2nd coat of rubberized elastomeric liquid membrane (Ratio: 1 part membrane and 20% water) with minimum thickness 100-120 micron. Allow the coating to set in natural air for minimum 12 hrs.(iv) Providing and applying 3rd coat of rubberized elastomeric liquid membrane (Ratio: 1 part membrane and 10% water). with adding SBR bonding agent.(iii) Providing and applying 1st coating of rubberized elastomeric liquid membrane as primer (ratio 1:2 1 part liquid membrane and 2 part water) by brush/ Roller/ Spray having minimum thickness of70-80micron. Allow the coating to set in natural air for minimum 2 hrs, then put reinforcement by laying 45gsm fibre glass mesh and applying 2nd coat of rubberized elastomeric liquid membrane (Ratio: 1 part membrane and 20% water) with minimum thickness 100-120 micron. Allow the coating to set in natural air for minimum 12 hrs.(v) Providing and applying 4th and 5th coat of High quality waterproof membrane in white colour, single component special synthetic resin based flexible thixotropic white color coating with excellent UV resistance (SRI - 144) with more than 300% elongation (confirming ASTM D 412-98) in ratio: 1 part membrane and 10% water thickness of 200 micron DFT in two coats, with average consumption @ 5kg per 10 sqm. After application of fourth coat let it air dry for minimum 3 hrs before application of fifth coat. (vi) The treated area must be tested for water leakage/ seepage by flooding with water for 48 hrs. (vi) Application of membrane coating shall be got done by authorized applicator of manufacturer. (vii) 5 years of service guarantee to be provided. All above operations to be done in order as per direction on Engineer-in-Charge.
473	Providing & applying crack fill paste for crack filling up to 5 mm cracks. Widen the crack by putty knife in V/U shape & apply 1st priming coat of crack fill paste diluted with water in 1:1 proportion over the crack by brush. Apply 2nd coat with filling of crack fill paste when the surface is tacky but not dried completely with putty knife & spatula.After 4 hours of application 2nd coat apply 3rd coat of Crack fill paste. The work shall be carried out as recommended by the manufacturer’s specification & the direction of the Engineer-in-Charge.
474	Crusher Run Macadam Sub Base/Base Course Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 410 to form a layer of sub-base/Base in accordance to Table No. 400-14, 400-15 and as per clause of section 407 of specifications.For 37.5 mm maximum size
475	Dry Lean Cement Concrete Sub- base Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to beless than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect.
476	Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cement concrete pavement M-30 grade concrete over a prepared sub base with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per IRC 15 2011 and as per relevant clauses of section 602 of specifications complete but excluding cost of steel in dowel bar and tie rods etc.
477	Add extra in Item No.6.3, 6.4, 6.6 & 6.10 above for the cost of steel in dowel bar and tie rod including craddle, laps etc. complete required as per design. I) Mild steel

Need a Bussiness Loan? Apply Now!
Buy Digital Signature
Bidding Support

Also Visit

Tenders

Madhya Pradesh Tenders

Construction Tenders

Building Construction Tenders

Building Work Tenders

Disclaimer

We takes all possible care for accurate & authentic tender information, however Users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender.

Top

Tender For Annual Repair Contract External And Internal Maintenance Work Of School Building, Buildings In Premises, Situated In Jaora, Madhya Pradesh, Jaora-Madhya Pradesh

Disclaimer

About Us

Services

Browse Tenders

For Sales Inquiry

Tender For Annual Repair Contract External And Internal Maintenance Work Of School Building, Buildings In Premises, Situated In Jaora, Madhya Pradesh, Jaora-Madhya Pradesh

Disclaimer

OTP Verification

About Us

Services

Browse Tenders

For Sales Inquiry

Connect With Us