Tender For Name Of The Work: - Improvement Of Infrastructure (Civil +Electrical +Ph + Renovation) In Banailata Mission Pry. School, Govt. Upper Primary School Madhupur Under Nuagaon Block (2), Sundargarh-Odisha

TDR : 55658157

Tender Notice
BOQ

21 Days Left

Sundargarh , Odisha

Tender Brief : Tender For Name Of The Work: - Improvement Of Infrastructure (Civil +Electrical +Ph + Renovation) In Banailata Mission Pry. School, Govt. Upper Primary School Madhupur Under Nuagaon Block (2)

Document Fees
₹ 10000 /-

EMD
₹ 612000.0 /-

Tender Value
₹ 6.11 Crore /-

Submission Date
16-06-2026

Competition Type
Indian

Bidding Type
Tender

Need a Business Loan? Apply Now !


1	BANEILATA MISSION PRY SCHOOL SCHOOL UNDER NUAGAON BLOCK
2	Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings, and trees girth upto 300 mm, removal of slumps of trees cut earlier and disposal of unserviceable materials and stacking of servicable materials to be used or auctioned, upto a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness as per the direction of the Engineer-in-charge.
3	Earth work in excavation of foundation in all kind of soil within 50m. Initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per the direction of the Engineer-in-charge.
4	Filling in foundation trenches and plinth, with excavated earth in layers including watering and ramming with all leads & lifts including cost of all labour, T&P complete as directed by the Engineer-in-charge.
5	Supplying & filling foundation and plinth with good quality river sand well watered and rammed including cost of material, labour, carriage, royality, etc complete as directed by the Engineer-in-charge.
6	Cement Concrete (1:3:6) using 4cm size hard granite C.B. metal approved quality from approved quarry including including hoisting, lowering and laying concrete in layers not exceeding 15cm thick to the required level ramming, watering, curing etc. complete including cost, carriage, royalty, cost of all labour as directed by the Engineer-in-charge.
7	Providing and applying of pre-construction Anti-Termite treatment specification and the holes should be pluged with filling materials including cost of all materials, labour charges, conveyance and all taxes, hire charges of machinaries etc. complete as per direction of Engineer-in-charge.
8	Brick work with Fly ash Bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:6) in foundation and plinth including watering curing, cost of carriage and royality of all materials, cost of all labour as directed by the Engineer-in-charge.
9	Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.
10	Ground Floor
11	Foundation
12	Column
13	Plinth Beam
14	Lintel Beam
15	Chajja
16	Roof Beam
17	Staircase
18	First Floor
19	COLUMN UP TO ROOF
20	Lintel Beam
21	Chajja
22	Roof Beam
23	Staircase
24	Rigid smooth centring and shuttering for R.C.C. works including false work and dismantling then after casting including cost of materials all complete. R.C.C. Foundation, Plinth Band, Footings, Bases of Columns, Mass Concrete & Precast Slabs etc. in Ground Floor.(AR- 2006 slno-10(iv), pg-54)
25	Rigid smooth centring and shuttering for R.C.C. works including false work and dismantling then after casting including cost of materials all complete. R.C.C. Beams, Column, Grider and Bressmer, etc.
26	Ground Floor
27	First Floor
28	Lintel Beam
29	Rigid smooth centring and shuttering for R.C.C. works including false work and dismantling then after casting including cost of materials all complete. R.C.C. Floor and Roof Slabs, Landings, Balconies, Projecting, Sun Shades and Chajja up to 4.3m height (Ground Floor).(AR- 2006 slno-10i, pg-53)
30	Ground Floor
31	First Floor
32	Brick work with Fly ash Bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:6) in superstructure including watering curing, cost of carriage and royality of all materials, cost of all labour as directed by the Engineer-in-charge.
33	Ground Floor
34	First Floor
35	Providing HYSD reinforcement of approved quality confirming to grade Fe-550D for R.C.C. work including cutting, bending, binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge and cost and carriage of steel. etc. complete with labour cess, including 5% overlaaping & wastage etc. as directed by the Engineer-in-charge.
36	Ground Floor
37	First Floor
38	Providing 16mm thick C.P. (1:6) over brick masonary to the smooth surface including watering, curing cost, carriage, royalty, and taxes of all materials, cost of all labour, etc complete as per the direction of Engineer-in-charge.
39	Ground Floor
40	First Floor
41	Providing 12mm thick C.P.(1:6) on brick masonary to the smooth surface including watering, curing, cost, carriage, royalty of all materials, cost of all labour, etc complete as directed by the Engineer-in-charge.
42	Ground Floor
43	First Floor
44	6 mm thick cement plaster (1:4) to R CC surfaces finished smooth including closed deep chiping and slury treatment including watering, curing, cost, carriage, royalty of all materials, cost of all labour, etc complete as directed by the Engineer-in-charge.
45	Ground Floor
46	First Floor
47	Providing 12 mm thick cement plaster with cement mortar of mix (1:4) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls punning and bitumen coating including watering and curing with cost, conveyance, royalties of all materials with cost of all labour, and T&P required for the work etc. complete in all respect as directed by the Engineer in charge.
48	Supplying, fitting and fixing Vitrified tiles (600x600) in floors of approved make conforming to IS:13755 laid on 20 mm thick cement mortar (1:4) and filling joints with white cement and epoxy sealant grouting of approved quality including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge. (AR- 2006 slno-17, pg-89)
49	Ground Floor
50	First Floor
51	Supplying, fitting and fixing Ceramic wall tiles of premium grade having thickness 6.5mm to 6.7mm confirming to IS:13753 of following sizes to dados skirting & risers of steps on 12mm. thick C.P (1:3) jointed with neat cement slurry mixed with pigments to match the shade of tiles all complete with cost of precast tiles, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge. (AR- 2006 slno-17, pg-90)
52	Ground Floor
53	First Floor
54	Supplying, fitting and fixing Vitrified industrial floor Tile of premium grade having thickness 8mm to 10mm confirming to IS 4457 of size 300mmx300mm Antiskid Floor Tile - (Make -Johnson / Khajaria/Somany) in floors of approved make conforming to IS:13755 laid on 20 mm thick cement mortar (1:4) and filling joints with white cement and epoxy sealant grouting of approved quality including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge. (AR- 2006 slno-17, pg-89)
55	Ground Floor
56	Supplying, fitting and fixing Ceramic wall tiles of premium grade having thickness 6.5mm to 6.7mm confirming to IS:13753 of following sizes to dados skirting & risers of steps on 12mm. thick C.P (1:3) jointed with neat cement slurry mixed with pigments to match the shade of tiles all complete with cost of precast tiles, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge. (AR- 2006 slno-17, pg-90)
57	Supplying, fitting and fixing Chequred tiles in floors of approved make conformaing to IS:13755 laid on 20 mm thick cement mortar (1:1) and filling joints with white cement and epoxy sealant grouting of approved quality including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
58	Ground Floor
59	First Floor
60	Finishing plastered wall surface with Cement based Wall putty (water based) of approved make and finished smooth & even surface to receive painting including cost of scaffolding etc. with cost of all materials, labours ,T&P, carriage, royality, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
61	Ground Floor
62	First Floor
63	Finishing plastered wall surface with Cement based Wall putty (water based) of approved make and finished smooth & even surface to receive painting including cost of scaffolding etc. with cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
64	Ground Floor
65	First Floor
66	Priming one coat with Wall Primer water bond cement primer including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
67	Ground Floor
68	First Floor
69	Wall painting two coats with plastic emulsion paint of approved shade on new work to give an even shade including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
70	Ground Floor
71	First Floor
72	Wall painting two coat with any approved Weather coat paint including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
73	Ground Floor
74	First Floor
75	Providing and fixing factory-made steel (or stainless steel) single-leaf door with frame, honeycomb core, factory powder coated finish, including hinges, lockset, handle,Mortise Sash lock with cylinder and lever handle , door closer, and complete installation as per specification.Set Uin IS/BS 120 750X 2100 mm SINGLE DOOR, . With SS 304 brand-TATA Parvesh,Hörmann ,Jindal, Kinza, The finish of door frame will be plain colour white/ Ivory/ Beige/ Light grey/ Golden brown/Mahogany/ Teak wood/sand stone/Champagne/Pastel blue or any other colour using high quality pigments complete in all respect as per specification and direction of the Engineer in charge.
76	Providing and fixing factory-made steel (or stainless steel) single-leaf door with frame, honeycomb core, factory powder coated finish, including hinges, lockset, handle,Mortise Sash lock with cylinder and lever handle , door closer, and complete installation as per specification.Set Uin IS/BS 120 1200X 2100 mm SINGLE DOOR, . With SS 304 brand-Hörmann ,Jindal, Kinza, The finish of door frame will be plain colour white/ Ivory/ Beige/ Light grey/ Golden brown/Mahogany/ Teak wood/sand stone/Champagne/Pastel blue or any other colour using high quality pigments complete in all respect as per specification and direction of the Engineer in charge.
77	Ground Floor
78	First Floor
79	Supply and installig UPVC - 3 tracks sliding windows and 2 sashes (shutter) with SS mesh sash dimension of 58mm x 32mmnand sash dimension of 61mm x 37mm for windows with corners fusions welded, fully reinforced with galvanised steel of 1.2mm to 2mm. The sash will be fitted with 5mm reflective toughened glass of make - saint gobain/ AIS/ Goldplus. The windows must be installed complete with all kinds of ironmonergy (including EPDM gaskets, bridging wedges and glass packers) and with suitable water draining system. Application of silicon sealant from inside / outside of dowcorning / GE or equivalent including cost of all materials, all labour, sundries, T & P etc. complete in all respects as per approved drawings and directions of Engineer in charge. (Make-Welltech/Prominance)
80	Ground Floor
81	First Floor
82	Supplying and fitting-fixing of two rack Un-plasticised Poly Vinyl Chloride (UPVC) sliding window of approved make with 6mm thick glass of approved quality complete with frame, shutters and all fitting and fixtures etc. complete in all respect as per the direction of the Engineer-in-Charge.(Make-Veka/Prominance/Welltech or Equivalent Brand)
83	Supplying and fitting-fixing of M.S work wrought and put up in grated doors windows & cage latrines as per approved drawing and design with cost of all materials & labour, labour cess, T&P, sundries etc. complete in all respect as per specification & direction of the Engineer-in-Charge.
84	Ground Floor
85	First Floor
86	Priming one coat with Red Oxide primer including cost of all materials & labour, labour cess, T&P, sundries etc. complete in all respect as per specification & direction of the Engineer-in-Charge.
87	Ground Floor
88	First Floor
89	Painting two coats with approved Enamel paints of approved colour, shade over a coat of primer including sand papering, polishing the surface, cost, conveyances of all materials and cost of all labour etc, complete as per specification & direction of Engineer-in-charge.
90	Ground Floor
91	First Floor
92	Supplying, fitting and fixing of stainless steel of 304 grade in hand railing using 50 mm dia of 2 mm thick circular pipe with Balustrade of size 32 mm x 32mm x 2mm @ 0.90 mtr C/C and stainless square pipe bracing of size case as per approved design and specification, buffing, polishing etc. with the cost, conveyance taxses of all material, cost of all labour etc. complete in all respect as per specification & direction of Engineer-in-charge.
93	Ground Floor
94	First Floor
95	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone- III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. Based on DAR-V1-2023-Item No. 4.17 Page-195
96	Ground Floor
97	Providing 2.5cm thick Grading Concrete over roof slab with cement concrete (1:2:2) using 6mm size black hard granite crusher broken chips and screened & washed sharp sand for mortar and finished smooth to the rough surface of slab including watering and curing with cost, conveyance, royalties of all materials with cost of all labour, labour cess and T&P required for the work etc. complete in all respect as directed by the Engineer in charge.
98	First Floor
99	Providing and laying water proofs with polymeric bituminous membrane (plastic felt) of 2.25 Kg / Sqm and 2mm thickness consisting of layers having center core of 20 microns thermoplastic high molecular high denisity polythylene H.M.H.D.P.E. film of grade 2504 including priming the surface with bituminous primer @ 0.3 kg/sqm providing a coat of hot blown bitumen of 1.32 kg /sqm, applying and laying plastic felt membrane with 10 c.m. overlap adhered to blown bitumen of 85/25 or 90/15 grade and covered with a layer of hot blown bitumen@ 1.2 kg/sqm etc complete.
100	Supply fixing Natural terracotta (high-fire baked clay), exterior grade.Typical unit size options: 200×200×60 mm unglazed natural red ,Primary support: MS angle/GI channel frame fixed to structural wall (M.S. or SS anchors as required),cement-sand mortar (1:4) bedding and pointing (only for small/light units).including watering curing, cost of carriage and royality of all materials, cost of all labour as directed by the Engineer-in-charge.
101	Ground Floor
102	First Floor
103	Add for plaster drip course/ groove in plastered surface or moulding to R.C.C projections. DAR-2023-V-1-Item No. 5.30 Page No. 287
104	Scraping of Bricks dismantled from Brick Work in lime or cement mortar including T&P, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (A.R.-2006, Page No - 214, Item No. - 3)
105	Dismentaling & removing R.C.C columns beams, slab, staircase, landing, lintels, including stacking the useful materials for the reuse and removing the debries within 50 m lead as per direction of Engineer-in-charge. (A.R.-2006, Page No - 221, Item No. - 24)
106	Dismentaling & removing Doors, Windowss and ventilators including Removal of frame, hinges, fastening and stacking the useful materials for the reuse and removing the debries within 50 m lead as per direction of Engineer-in-charge. (A.R.-2006, Page No - 219, Item No. - 18)
107	Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more. (DAR-2023-Page No. 85-Item No. 1.1.18)
108	Clearing and Grubbing Road Land (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)as per clause 201 of MORTH 4th Revision.
109	Earth work in excavation of foundation in ordinary soil or gravelly soil including dressing and leveling the bed and disposal of the excavated materials within initial leads and lifts as per direction of E.I.C.
110	Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoSRT&H Specifications for Road and Bridge Works (4th Revision).
111	Loosening, levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction & Clause 305 of MoSRT&H specifications for Road & Bridge works (4th Revision).
112	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadum specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H specifications for Road & Bridge works (4th Revision).
113	Supplying and fixing of Pre cast kerb stone of size 600mmX300MMX150MM OF M30 grade of approved make,design,colour and size made by block making machine with proper compaction fixed in required pattern etc. complete in all respect conforming to IS 5758:1984. SR-2022 CHAPTER 25 ,SL NO-4 PAGE-234
114	Providing and Laying plain cement concrete 1: 3: 6 .( 1 cement : 3 sand : 6 stone Aggregate 40mm nominal size ) As levelling coarse in foundation and plinth etc. complete all depth and height. complete as per direction of the Engineer-in-charge.
115	supply and fixing of 80 mm thick Cement.Concrete interlocking paver block of M-30 grade of approved make design colour and size made by block making machine with proper compaction laid in required pattern etc . complete in all respect conforming to IRC SP-63:2018. SR-2022 SL NO 25.17.1 PG-233.
116	Filling in foundatin and plinth with sand watered and rammed (Labour only)(AR- 2006 slno-15, pg-8)
117	Supplying, fitting and fixing Chequred tiles in floors of approved make conformaing to IS:13755 laid on 20 mm thick cement mortar (1:1) and filling joints with white cement and epoxy sealant grouting of approved quality including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
118	Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).
119	Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.
120	GRASS AREAS
121	Mixing earth and manure in proportion 8 : 1 and spreading to a thickness of 200mm.
122	Fine dressing the ground (to levels specified).
123	Grassing with selection No. 1 grass including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and earth shall be paid for separately).
124	Flooding the ground with water including making kiaries and dismantling the same.
125	Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately)
126	Holes 1.2 m dia and 1.2 m deep
127	Holes 90 cm dia, and 90 cm deep
128	Holes 60 cm dia, and 60 cm deep
129	Holes 45 cm dia, and 45 cm deep.
130	Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m. lead complete (cattle manure measured in stacks will reduced by 8% for Payment).
131	Supplying and stacking sludge at site including royalty and carriage upto 5 km complete (sludge measured in stacks will be reduced by 8% for payment).
132	Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment).
133	Filling mixture of earth and sludge or manure in the desired proportion in trenches, flooding with water and leveling (cost of supplying earth and sludge or manure and mixing excluded).
134	Supply and stacking of Bauhinia purpurea (Kachnar) plant of height 150- 165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.
135	Supply and stacking of Cassia fistula (Amaltash) plant of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge..
136	Supply and stacking of Cassia siamea plant of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.
137	Supply and stacking of Chorisia speciosa plant of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.
138	Supply and stacking of Delonix regia (Gulmohar) plant of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge
139	Supply and stacking of Erythrina indica plant of height 150-165 cm. in big polybag of size 25 cm as per direction of the officer-in-charge.
140	Providing and Displaying of Alpinia Variegated (three in one) plant having ht. 30 cm and above , with fresh and healthy variegated foliage in 25 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge
141	Providing and stacking of plant Canna dwarf of height 25 to 30 cm., 2 to 3 suckers in earthen pots of size 20 cm Earthen Pot/Plastic Pot and as perdirection of the officer-in-charge.
142	Supply and stacking of plant Cassia biflora of height 90-105 cm., well branched, bushy in big size HDPE bag as per direction of the officer-in-charge.
143	Supply and stacking of plant Cestrum nocturnum (Raat ki Rani) of height 60-75 cm. with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge.
144	Providing and Displaying of Clerodendrum inerme plant having ht. 25 cm to 32 cm multi branched in 20 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge.
145	Supply and stacking of plant Hamelia patens (Dwarf ) of height 30-45 cm. with 3-4 branches in earthen pots of size 20 cm as per direction of the officer-in-charge.
146	Supply and stacking of plant Tecoma gaudichaudi of height 90-105 cm.,bushy in big size HDPE bag as per direction of the officer-in-charge.
147	Supply and stacking of Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara, Mohan, Scarlet Queen, Varigata, Glabra Formosa, Peruviana Odissi, Partha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) plant of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. .
148	Supply and stacking of Clerodendrum splendens plant of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge.
149	Providing and Displaying of Duranta Golden plant, having ht.15 to 20 cm bushty shape plant with fresh and healthy leaves in 20 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge..
150	Providing and stacking of Ficus long Island of height 15 cm to 20 cm, full of branches and foliage in 20 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge.
151	Providing and Displaying of Syngonium variegated plant,of height 30-45 cm. with 2-3 suckers healthy foliage in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-in-charge.
152	Providing and Displaying of Wedelia trilobata plant,full of leaves in 15 cm size of Poly bags & as per direction of the officer-in-charge.
153	Providing and fixing In position FRP Merry Go Round (MGR) of approved design and make of minimum area 1.8meter dia,(Safe Play area minimum 3.0m dia),over all minimum 900 mmheight from ground consisting of1. FRP PLATFORM (Minimum 5MM Thick, 1800 mm dia withcheckered texture)2. PLATFORM SUPPORTING (structured frame of IAS- 40x40x5& 25x25x5,ISF-130x50x10 & 65x50x5 welded together,Triangular frame. OF 75x40x5 C channel),3. CENTER SUPPORT (80NB 500 mm long GI pipe with150x150mm base plate ,with Ball Bearing no. 62092 and Taper Roller Bearing no. 30209)4. RAILING OVER PLATFORM (3 nos 20NB G.I Pipe with GI Railing frame conforming to EN 1176-1:1998lndudlng fixing each supporting leg/ anchoring arm of playinginstrument with foundation angle/base angle/ base plate/torrod etc. In 1:11/2:3 grade concrete block of 0.45 x 0.45 x 0.45m size excavation for concrete block pit, curing etc. all complete
154	Providing and fixing in position Double Arch swing of approved design and make of minimum 3.0m X 1.0m size ( Safe Play area minimum.4.0m X 7.0m)with minimum over all height 2400 mm from ground consisting of:1. TOP PIPE:(50 NB hot dip GI Pipe of minimum length of 2800 mm with two arch swing flanges welded at both the end)2. MAIN FRAME: ( Pair of 80 NB hot dip GI Pipe of minimum height 2800 mm welded together with flange with 25 NB hot dip GI Pipe spacer)3. CHAIN (Rubber dip molded swing chain of dia.6mm &1450mm Long),4. S-HOOK(dia 8mm & 145x130 Triangular hook of SS 304Grade),5. RUBBER SEAT (Molded anti-skid Rubber Seat tested forrubber hardness as per Shore Durometer Type A scaleconforming ASTM D2240 having value of approx.5O),6. Swing clamp: (molded nylon -6 plastic)Including fixing each supporting leg/ anchoring arm of playing Instrument with foundation angle/base angle/ base plate/tor rod etc. In 1:11/2:3 grade concrete block of 0.45 x 0.45 x 0.45 m size excavation for concrete block pit, curing etc.all complete .
155	Providing and Fixing in position 3 seaters Designer Bench of approved design and make minimum area 1.5mx0.60m . Seating Height 0.80m consisting of , 1. FRP channel stri-seat & back with end cap (C section of thickness up to 5mm,1200mm long with wooden finish bolted to side frames.) 2.Bench Frame Heavy Duty Cast Iron Seating Frame conforming to IS 1730 made from sand casting method) Powder Coat done by pure Polyster Powder with 70-80micron thickness. AS Per Finish etc complete as per the direction of Engineer.
156	SOLAR STREET LIGHTING SYSTEM: * 30Watt Solar Semi Integrated street light (LED Make:Osram/Philips) * 24AH 12.8V LiFEPO4 Battery with mppt Charge Controller. * 75 Watt solar PV Module. * 1.Supply of 5m height 5 inch dia GI (Average dia tappered from bottom to top) tubular pole and at the bottom one base plate of size 30 x 30 x 5 mm having a through hole of size 14 mm dia at the centre of the ase plate with recuired nut and bolt with pole cap Pole with Light arm and PV Structure. 2.Painting of tubular pole with arms with ant coat of red oxide primer and two coats of aluminium paint and bottom one meter with black paint with supply of paints and labour.
157	supply and installation of floor standing RO & UV Purifier water cooler having purification capacity upto 50L/hr , Inlet storage capacity of 50ltr .Automation Grade Automatic Plant Area 461 X 582 X 1441 mm Number of Membranes in RO 3 230 V Max Water Recovery Rate 50-55 % Number of Filtration Passes 5 Purification Type.RO Water purifier and water cooler.RO Capacity (LPH) 50 LPH RO+UV+Sediment+carbon.Material of construction -outer pannel stainless steel AUS J1 grade .2nosof cold water compressor ,Hermitically sealer ,reciporting compressor ,condensor propeller fan refrigerant used R-134A .Temprature range 10-25 deg C,RO brand-Usha Cooler SS4080 and Lexpure 50LPH,KENT,Eureka Forbes Aquaguard Reviva ETC BRAND and including cost conveyance,taxes etc complete as per manufacturer's specification or complete as per the direction of Engineer .
158	Supplying and installation of dustbins are made of FRP in different cartoons shapes and painted with attractive colours of synthetic enamel paints like Height : 4 Feet. : Thickness : 5.6mm. : Capacity : 30 Liter having facility to drop from front and remove from behind door for specific design. dustbin having facilities to anchor with with 50mm hole dia pipe with 1mt length in concrete pedestal & fixing with SS chain . Finishes etc complete as per the direction of Engineer .
159	supply and installation Supply, installation, testing, and commissioning of Sanitary Napkin Incinerator, wall-mounted type, suitable for safe disposal of used sanitary pads. The unit shall be complete with all accessories including electric wiring connection, exhaust pipe, ash tray, emission filter, user training, and transportation. The system shall have the following features and specifications:Technical Specifications:• Type: Wall-mounted electric sanitary napkin incinerator• Capacity: 20–30 pads per cycle• Burning Temperature: 800°C–900°C• Burning Time: 5–10 minutes• Power Supply: 230V AC, 50Hz
160	Earth work in ordinary soil within 50 m. initial lead and 1.5 m initial lift including ressing & breading clods to omaximum 5cm to 7cm & laying in layers not exceding 0.3 M in depth & as per direction of the Engineer-in-charge.
161	Filling in foundatin and plinth with sand watered and rammed including cost of sand & labour
162	Cement Concrete (1:4:8) using 40mm size hard granite metal approved quality from approved quarry including hoisting laying using concrete mixture and vibrators including cost, carriage, royality, cost of labour T.&P. etc complete and as directed by E.I.C.
163	R.C.C. M-25 grade with 20mm and down grade b.h. granite C.B. chips of approved quality from approved quarry including watering, curing, cost, carriage, royalty & taxes of all materials and labour, T&P etc complete.
164	Rigid smooth centring and shuttering for R.C.C. works including false work and dismantling then after casting including cost of materials all complete.R.C.C. Foundation, Plinth Band, Footings, Bases of Columns, Mass Concrete & Precast Slabs etc. in Ground Floor.
165	Providing M.S. reinforcement for R.C.C. work including cutting, bending, binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge and cost and carriage of steel etc complete.
166	Brick work with K.B. bricks 25cm x 12cm x 8cm size having crushing strength not less than 75 Kg/cm2 with dimensional tolerance ± 8 percent in cement mortar (1:4) brick masonary in super structure
167	Providing 12mm Outer cement plaster in cement mortar 1:6 inculding necessary scaffolding curring etc. All complete at all depth height for out side portion wall.
168	Priming one coat with Wall Primer water bond cement primer including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
169	Providing & painting two coats with weather coat paints to the outside surface of walls including, all cost of materials,labour,T & P etc.complete
170	Supplying of steel M.S. grill gate , as per direction of Engineer -in -charge.
171	Providing and Painting Two coat with Enamel paint over one coat primer to grill including cost of material, labours, T&P etc complete.
172	Earth work in ordinary soil within 50 m. initial lead and 1.5 m initial lift including ressing & breading clods to omaximum 5cm to 7cm & laying in layers not exceding 0.3 M in depth & as per direction of the Engineer-in-charge.
173	Filling in foundatin and plinth with sand watered and rammed including cost of sand & labour
174	Cement Concrete (1:4:8) using 40mm size hard granite metal approved quality from approved quarry including hoisting laying using concrete mixture and vibrators including cost, carriage, royality, cost of labour T.&P. etc complete and as directed by E.I.C.
175	R.C.C. M-25 grade with 20mm and down grade b.h. granite C.B. chips of approved quality from approved quarry including watering, curing, cost, carriage, royalty & taxes of all materials and labour, T&P etc complete.
176	Rigid smooth centring and shuttering for R.C.C. works including false work and dismantling then after casting including cost of materials all complete.R.C.C. Foundation, Plinth Band, Footings, Bases of Columns, Mass Concrete & Precast Slabs etc. in Ground Floor.
177	Providing M.S. reinforcement for R.C.C. work including cutting, bending, binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge and cost and carriage of steel etc complete.
178	Brick work with K.B. bricks 25cm x 12cm x 8cm size having crushing strength not less than 75 Kg/cm2 with dimensional tolerance ± 8 percent in cement mortar (1:4) brick masonary in super structure
179	Providing 12mm Outer cement plaster in cement mortar 1:6 inculding necessary scaffolding curring etc. All complete at all depth height for out side portion wall.
180	2.5cm artificial stone flooring with cement concrete (1:2:4) including punning using 12 mm size crusher broken granites chips.Ground floor.(AR- 2006 slno-viii 2 , pg-84)
181	Providing & painting two coats with weather coat paints to the outside surface of walls including, all cost of materials,labour,T & P etc.complete
182	Providing, fabricating and erecting Structural steel members of Roof Truss( Column & Anhoring SHS 100 x 100 x 5.0,ANGLE 50 x 50 x 6.0 & Truss Mount Plate, Mountig Bolt, Main Beam,Inclined Beam, Bressing & Cross Bressing Plate -10MM RHS-60 x 40 x 3.6, ,Bolt, Not & D - Washer 12 x 50 MM,Flat-50 x 8 ) etc in position at all levels and at all heights, to the required profile & shape as per the drawing & specifications in the drawings as per Engineer-in-charge., as per direction of Engineer -in -charge.
183	Providing and Painting Two coat with Enamel paint over one coat primer to grill including cost of material, labours, T&P etc complete.
184	Iron work wrought and put up in trusses and record racks(labour only)
185	Providing and fixing G.C.I. Sheet in roof drilling hole in wind ties including fixing of ridges valleys wind ties (Trapizodial Profile Sheet 0.5MM) over MS Truss in position at all levels and at all heights, to the required alignment & shape as per the drawing & as per the directions of engineer - in - charge.
186	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level
187	400 mm dia bore from GL to 30 m below GL
188	400 mm dia bore from 90m to 160m and beyond below GL
189	Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.
190	200 mm nominal size dia
191	Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.
192	200 mm nominal size dia
193	Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of 200 mm dia
194	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
195	Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).
196	Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.
197	Providing and fixing brass full way 100 mm dia valve with C.I. wheel of approved make, tested to a pressure of 21 kg/sqcm.
198	Providing and fixing 100 mm dia gunmetal non return valve of approved make tested 21 kg / sqcm.
199	Providing and fixing GI pipe (heavy duty) confirming to IS 1239 with special fittings in external works including earthwork, excavation in all kind of soil including refilling, painting pipes & fitting with two coats of anti corrosive paint complete and all as directed by Engineer-in-Charge.
200	Providing and filling sand all around GI pipe in external work
201	Providing and installing submersible pump suitable for 8\\"dia casing of bore with SS impeller, high tensile SS shaft, copper wound squirrel cage wet type induction motor 2880 rpm, 415 V, 50 Hz, 3 Phase AC supply, conforming to IS: 8034-1976, capacity 100 litre per minute at 70-120 m head along with adireclty coupled submersible type squirrel cage electric induction 1.5 HP motor suitable for operation on 400 V, 3 phase, 50 c.p.s AC supply, water lubricated bearings and provided with pivoted segment type thrust bearings to withstand non-vertical lead with minimum wear and tear and duly fitted with device to take up the expansion of water with heating of motor, including supply, testing and commissioning of electrical panel from the same manufacturer, complete with all accessories in all respects. The contractor to obtain approval for model and make of pumpset & suitable Electrical panel after having hield report of fully developed borewell and submit acutal bore strata chart.
202	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall
203	20 mm nominal outer dia .Pipes.
204	25 mm nominal outer dia .Pipes.
205	32 mm nominal outer dia .Pipes.
206	40 mm nominal outer dia .Pipes.
207	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
208	32 mm nominal bore
209	40 mm nominal bore
210	50 mm nominal bore
211	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
212	15 mm nominal bore
213	20 mm nominal bore
214	25 mm nominal bore
215	Providing and fixing gun metal non- return valve of approved quality (screwed end) :
216	65 mm nominal bore
217	Horizontal
218	Vertical
219	80 mm nominal bore
220	Horizontal
221	Vertical
222	Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) :
223	80 mm dia nominal bore
224	Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 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 :
225	180x150 mm size P type With Sewer bricks conforming IS : 4885
226	Fixing water closet ,squatting pan (Indian type W.C Pan) confirming to IS 2556: Part 3 -2004 duly embeded in cement concrete 1:4:8 using hard granite metal 4cm nominal size all complete as per specification.
227	White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
228	Fixing wash Down water closet , (European type W.C Pan) confirming to IS 2556: Part 8 -2004 ,to the ffloor with wooden plug and chromium plated screws joining the trap with ssoiil pipe in c.m(1:1) etc all complete as per specification.
229	W.C. pan with ISI marked white solid plastic seat and lid
230	Fixing Flat back Small urinal confirming to IS 2556: Part 6 -1996 including connecting the urinal of size 31.5x26.5x44 cm sizes respectively with wash pipe by means of white lead mixed with chopped hemp etc all complete as per specifications.
231	One urinal basin with 5 litre white P.V.C. automatic flushing cistern
232	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:
233	wash basin with hole (550x400)
234	C I bracket for wash basin
235	fixing of pedestal for wash basin
236	Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :
237	15 mm nominal bore
238	Installation testing and commissioning of Health faucet of approved make & model.
239	Providing and fixing in position 75 mm N.B.UPVC. Nahani traps of self cleaning design including 100 mm dia UPVC grating, joining, embedding in concrete etc. complete rate to include making of opening in floor, marble / tiles, for fixing grating.(Inside the toilets & Kitchens)
240	Providing & fixing in position 80mm NB \\"P\\" type trap of self cleaning type (inlet to \\"P\\" trap to be 100mm dia) including brass 125mm dia CP grating, lead jointing embeding in concrete etc. all complete.
241	Providing and fixing on wall face unplasticised Rigid PVC soil, waste and 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
242	110 mm
243	Supply, installing, testing and commissioning of submersible open impeller non-clog pumps with C.I.body and to TEFC submersible motor for 415 + 10% volts, 3 phase, 50 cycles A.C. power supply with mechanical seal, pump connector unit with rubber diaphragm and bend, vertical discharge pipe, guide pipe and chain in built level controller, sequence running controller, arrangement for both pumps together inacase of emeregency, audible hooter for failure or flooding, dry running Protection complete in all respects., painting, testing and commissioning complete with approved quality and make as required as per instruction of site incharge.
244	(Pumps to be suitable to handle solids upto 30 mm size)
245	Earth work in excavation of foundation in hard soil or gravelly soil including dressing and leveling the bed and disposal of the excavated materials within initial leads and lifts as per direction of E.I.C.
246	Supplying & filling foundation and plinth with sand well watered and rammed including cost, cost of all labour, carriage, royalty, taxes, T&P etc complete.
247	Cement Concrete (1:3:6) using 40mm size hard granite C.B. metal approved quality from approved quarry including hoisting laying using concrete mixture and vibrators including cost, carriage, royalty, cost of all labour T.&P. etc complete and as directed by E.I.C.
248	Filling of 12mm aggregate in soak pit
249	R C.C. M-25 grade with 20mm and down grade b.h. granite C.B. chips of approved quality from approved quarry including watering, curing, cost, carriage, royalty & taxes of all materials and labour, T&P etc complete.
250	Providing M.S. reinforcement for R.C.C. work including cutting, bending, binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge and cost and carriage of steel. etc. complete.
251	Brick work with Fly Ash bricks 23cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) in Foundation and Plinth including watering curing, cost of carriage, royalty and taxes of all materials, cost of all labour, T&P etc complete as per the direction of E.I.C.
252	Supplying and fixing 500 mm dia C.I cover (medium duty) without frame for manholes. Weight of the cover not less than 58 kg.
253	Earth work in excavation of foundation in hard soil or gravelly soil including dressing and leveling the bed and disposal of the excavated materials within initial leads and lifts as per direction of Engineer-in-charge.
254	Cement Concrete (1:3:6) using 40mm size hard granite C.B. metal approved quality from approved quarry including hoisting laying using concrete mixture and vibrators including cost, carriage, royalty, cost of all labour T.&P. etc complete and as directed by Engineer-in-charge.
255	Rigid smooth centring and shuttering for R.C.C. works including false work and dismantling then after casting including cost of materials all complete.R.C.C. Foundation, Plinth Band, Footings, Bases of Columns, Mass Concrete & Precast Slabs etc.
256	R.C.C. M-25 grade with 20mm and down grade b.h. granite C.B. chips of approved quality from approved quarry including watering, curing, cost, carriage, royalty & taxes of all materials and labour, T&P etc complete.
257	Providing M.S. reinforcement for R.C.C. work including cutting, bending, binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge and cost and carriage of steel. etc. complete.
258	Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineerin-charge.
259	Recessed wiring to Light Point / Fan Point / Exhaust Fan Point / Call Bell Point with 1.50 sq. mm FR PVC insulated Single Core Multi standard Copper Conductor of ISI marked with 20 mm dia non-metallic PVC flexible conduit with 5 Amp, 250 Volt piano type swich ISI marked and ceiling rose ISI marked mounted on MS box having front bakelite cover of suitable size, MS box with 1.0 sq. mm FR PVC insulated Single Core Multi standard Copper Conductor of ISI marked as earth wire including all accesories and connection as per direction of engineer in charge. (Make of wire Finolex / L&T / Anchor / Havels / V Guard)
260	a) Light point
261	Midium
262	Short
263	b) Celling fan point
264	Midium
265	Short
266	c) 5 A plug point
267	Recessed wiring for 15 / 16 Amp socket outlet with 2 X 4.00 sq. mm FR PVC insulated Single Core Multi standard Copper Conductor of ISI marked with 20 mm dia non-metallic PVC flexible conduit with 5 Amp, 250 Volt piano type swich ISI marked, Phenolic laminated sheet of suitable size ISI marked MS box and earthing point with 1 X 2.50 sq. mm FR PVC insulated Single Core Multi standard Copper Conductor for loop earthing etc. as required, as per direction of engineer in charge. (Make of wire Finolex / L&T / Anchor / Havels / V Guard)
268	Recessed wiring to Sub-Main in 2 X 2.50 sq. mm FR PVC insulated Single Core Multi standard Copper Conductor of ISI marked with 20 mm dia non-metallic PVC heavy duty flexible conduit with 1.60 mm thick, along with 1 X 1.50 sq. mm FR PVC insulated Single Core Multi standard Copper Conductor as earth wire as required as per direction of Engineer-in-Charge. (Make of wire Finolex / L&T / Anchor / Havels / V Guard)
269	Recessed wiring to Sub-Main in 2 X 4.00 sq. mm FR PVC insulated Single Core Multi standard Copper Conductor of ISI marked with 25 mm dia non-metallic PVC heavy duty flexible conduit with 1.60 mm thick, along with 1 X 2.50 sq. mm FR PVC insulated Single Core Multi standard Copper Conductor as earth wire as required as per direction of Engineer-in-Charge. (Make of wire Finolex / L&T / Anchor / Havels / V Guard)
270	Recessed wiring to Sub-Main in 2 X 10 sq. mm FR PVC insulated Single Core Multi standard Copper Conductor of ISI marked with 25 mm dia non-metallic PVC heavy duty flexible conduit with 1.60 mm thick, along with 1 X 4 sq. mm FR PVC insulated Single Core Multi standard Copper Conductor as earth wire as required as per direction of Engineer-in-Charge. (Make of wire Finolex / L&T / Anchor / Havels / V Guard)
271	Earthing with G.I earth pipe 3 mtr long 40 mm dia ISI mark including accessories and providing machinary enclosure with cover plate having locking arrengement and watering pipe etc. with charcol and salt etc.
272	Supply of material and installation of 50 mm dia 3 mtr long G.I pipe ISI mark safe earth electrodes (chemical earthing)including cost of electrode,earthing compound ,exacavation of earthing pit refilling etc as required -2nos
273	Providing and fixing G.I tape 20 mm X 3 mm thick on parapet of surface of wall for lightning conductor complete as per direction of Engineer-in-charge.
274	Providing and fixing Copper tape 32 mm X 6 mm from earth electrode directly in ground as required.
275	Supply , fixing and fitting of 11 watt LED BULB ( make Philips / Bajaj/ Cromption or Equivalent)
276	Supply & fixing of single spot light of 18 watts complete with 1 no. 18 watt of approved make complete with all necessary fixing materials including termination & labour ( make:- Philips/ Bajaj/ Crompton of Equivalent)
277	Supply, installation, Testting and commissioni of celling fan 1200 mm sweep 230/250 volts , 50 Hz, complete with suitable, clamp, downrod, blades, connections with 1.5 sq. mm PVC insulated copper conductor cable et as required and fan hook made of 16mm M.S. rod in R.C.C roof complete with all accessories.
278	Supply and Installation of 150mm sweep 2600 RPM, 400CMH (235CFM) (totally enclosed motor type exhaust fan (with bird screen) suitable for operation on 230Volts, 50 HZ single phase AC power supply along with its power point wiring (Supply, fixing, connection and testing of 3-pin 6 A power plug socket with/without 6A switch with top cover plate, PVC back box suitable for modular plate with all accessories to complete the job.) controlled by 6A switch and mounting plate with necessary accessories and gravity louvers shutters rigid frame with rubber mountings and conforming to IS-2312 (with latest amendments), including grouting of bolts for installation, supply of all materials required for interconnections complete as required as per drawing & site conditions and as directed by EIC. (Make- Crompton Greaves- Cat. Ref.-Flux Air 9\\") The Opening in wall/window for installation of exhaust will be provided by civil contractor.
279	Providing and fixing Single Pole MCB16amp with sheet steel enclosure, distribution board on surface / recess complete with tinned copper bus bar , neutral bus bar, earth bar, din bar, detachable gland plate inter connection phospate and powder painted including earthing etc. as per direction of Engineer-in-charge.
280	Supply, installation, testing and commissoning of 63amp TPN main switch of following capacity (IS 13940 part-3/19930 on existing surface / wall mounting and complete with HRC fuse links inter connections, earthing etc as per direction of Engineer-in-charge.9SEIMENS/HPL/ANCHOR/L&T/HAVELS/C&S/RK)
281	GOVT. UPPER PRIMARY SCHOOL MADHUPUR UNDER NUAGAON BLOCK
282	Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings, and trees girth upto 300 mm, removal of slumps of trees cut earlier and disposal of unserviceable materials and stacking of servicable materials to be used or auctioned, upto a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness as per the direction of the Engineer-in-charge.
283	Toilet Block
284	Earth Work in hard soil or gravelly soil within 50m.Intial Lead and 1.5m. Initial Lift includding rough dressing and breaking clods to maximum 5cm.to 5cm. And Laying and Layers not exceeding 0.3m. In depth.
285	Toilet Block
286	Filling in foundation trenches and plinth, with excavated earth in layers including watering and ramming with all leads & lifts including cost of all labour, T&P complete as directed by the Engineer-in-charge.
287	Toilet Block
288	Supplying & filling foundation and plinth with good quality river sand well watered and rammed including cost of material, labour, carriage, royality, etc complete as directed by the Engineer-in-charge.
289	Toilet Block
290	Cement Concrete (1:3:6) using 4cm size hard granite C.B. metal approved quality from approved quarry including including hoisting, lowering and laying concrete in layers not exceeding 15cm thick to the required level ramming, watering, curing etc. complete including cost, carriage, royalty, cost of all labour as directed by the Engineer-in-charge.
291	Toilet Block
292	Providing and applying of pre-construction Anti-Termite treatment specification and the holes should be pluged with filling materials including cost of all materials, labour charges, conveyance and all taxes, hire charges of machinaries etc. complete as per direction of Engineer-in-charge.
293	Toilet Block
294	Brick work with Fly ash Bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:6) in foundation and plinth including watering curing, cost of carriage and royality of all materials, cost of all labour as directed by the Engineer-in-charge.
295	Toilet Block
296	Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. But excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or tor steel tying the grills and placing in proper position.
297	Ground Floor & Toilet Block
298	Foundation
299	Column
300	Plinth Beam
301	Lintel Beam
302	Chajja
303	Roof Beam
304	Staircase
305	First Floor
306	COLUMN UP TO ROOF
307	Lintel Beam
308	Chajja
309	Roof Beam
310	Staircase
311	Toilet Block
312	Foundation
313	Column
314	Plinth Beam
315	Lintel Beam
316	Chajja
317	Roof Beam
318	Rigid smooth centring and shuttering for R.C.C. works including false work and dismantling then after casting including cost of materials all complete. R.C.C. Foundation, Plinth Band, Footings, Bases of Columns, Mass Concrete & Precast Slabs etc. in Ground Floor.(AR- 2006 slno-10(iv), pg-54)
319	Ground Floor
320	Toilet Block
321	Rigid smooth centring and shuttering for R.C.C. works including false work and dismantling then after casting including cost of materials all complete. R.C.C. Beams, Column, Grider and Bressmer, etc.
322	Ground Floor
323	First Floor
324	Lintel Beam
325	Toilet Block
326	Rigid smooth centring and shuttering for R.C.C. works including false work and dismantling then after casting including cost of materials all complete. R.C.C. Floor and Roof Slabs, Landings, Balconies, Projecting, Sun Shades and Chajja up to 4.3m height (Ground Floor).(AR- 2006 slno-10i, pg-53)
327	Ground Floor
328	First Floor
329	Toilet Block
330	Brick work with Fly ash Bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:6) in superstructure including watering curing, cost of carriage and royality of all materials, cost of all labour as directed by the Engineer-in-charge.
331	Ground Floor
332	First Floor
333	Toilet Block
334	Providing HYSD reinforcement of approved quality confirming to grade Fe-550D for R.C.C. work including cutting, bending, binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge and cost and carriage of steel. etc. complete with labour cess, including 5% overlaaping & wastage etc. as directed by the Engineer-in-charge.
335	Ground Floor
336	First Floor
337	Toilet Block
338	Providing 16mm thick C.P. (1:6) over brick masonary to the smooth surface including watering, curing cost, carriage, royalty, and taxes of all materials, cost of all labour, etc complete as per the direction of Engineer-in-charge.
339	Ground Floor
340	First Floor
341	Toilet Block
342	Providing 12mm thick C.P.(1:6) on brick masonary to the smooth surface including watering, curing, cost, carriage, royalty of all materials, cost of all labour, etc complete as directed by the Engineer-in-charge.
343	Ground Floor
344	First Floor
345	Toilet Block
346	6 mm thick cement plaster (1:4) to R CC surfaces finished smooth including closed deep chiping and slury treatment including watering, curing, cost, carriage, royalty of all materials, cost of all labour, etc complete as directed by the Engineer-in-charge.
347	Ground Floor
348	First Floor
349	Toilet Block
350	Providing 12 mm thick cement plaster with cement mortar of mix (1:4) with screened and washed sharp sand for mortar and finished smooth to the rough surface of walls punning and bitumen coating including watering and curing with cost, conveyance, royalties of all materials with cost of all labour, and T&P required for the work etc. complete in all respect as directed by the Engineer in charge.
351	Ground Floor
352	Toilet Block
353	Supplying, fitting and fixing Vitrified tiles (600x600) in floors of approved make conforming to IS:13755 laid on 20 mm thick cement mortar (1:4) and filling joints with white cement and epoxy sealant grouting of approved quality including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge. (AR- 2006 slno-17, pg-89)
354	Ground Floor
355	First Floor
356	Toilet Block
357	Supplying, fitting and fixing Ceramic wall tiles of premium grade having thickness 6.5mm to 6.7mm confirming to IS:13753 of following sizes to dados skirting & risers of steps on 12mm. thick C.P (1:3) jointed with neat cement slurry mixed with pigments to match the shade of tiles all complete with cost of precast tiles, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge. (AR- 2006 slno-17, pg-90)
358	Ground Floor
359	First Floor
360	Toilet Block
361	Supplying, fitting and fixing Vitrified industrial floor Tile of premium grade having thickness 8mm to 10mm confirming to IS 4457 of size 300mmx300mm Antiskid Floor Tile - (Make -Johnson / Khajaria/Somany) in floors of approved make conforming to IS:13755 laid on 20 mm thick cement mortar (1:4) and filling joints with white cement and epoxy sealant grouting of approved quality including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge. (AR- 2006 slno-17, pg-89)
362	Ground Floor
363	Toilet Block
364	Supplying, fitting and fixing Ceramic wall tiles of premium grade having thickness 6.5mm to 6.7mm confirming to IS:13753 of following sizes to dados skirting & risers of steps on 12mm. thick C.P (1:3) jointed with neat cement slurry mixed with pigments to match the shade of tiles all complete with cost of precast tiles, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge. (AR- 2006 slno-17, pg-90)
365	Toilet Block
366	Supplying, fitting and fixing Chequred tiles in floors of approved make conformaing to IS:13755 laid on 20 mm thick cement mortar (1:1) and filling joints with white cement and epoxy sealant grouting of approved quality including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
367	Ground Floor
368	First Floor
369	First Floor
370	Toilet Block
371	Finishing plastered wall surface with Cement based Wall putty (water based) of approved make and finished smooth & even surface to receive painting including cost of scaffolding etc. with cost of all materials, labours ,T&P, carriage, royality, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
372	Ground Floor
373	First Floor
374	Toilet Block
375	Finishing plastered wall surface with Cement based Wall putty (water based) of approved make and finished smooth & even surface to receive painting including cost of scaffolding etc. with cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
376	Ground Floor
377	First Floor
378	Toilet Block
379	Priming one coat with Wall Primer water bond cement primer including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
380	Ground Floor
381	First Floor
382	Toilet Block
383	Wall painting two coats with plastic emulsion paint of approved shade on new work to give an even shade including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
384	Ground Floor
385	First Floor
386	Toilet Block
387	Wall painting two coat with any approved Weather coat paint including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
388	Ground Floor
389	First Floor
390	Toilet Block
391	Providing and fixing factory-made steel (or stainless steel) single-leaf door with frame, honeycomb core, factory powder coated finish, including hinges, lockset, handle,Mortise Sash lock with cylinder and lever handle , door closer, and complete installation as per specification.Set Uin IS/BS 120 750X 2100 mm SINGLE DOOR, . With SS 304 brand-TATA Parvesh,Hörmann ,Jindal, Kinza, The finish of door frame will be plain colour white/ Ivory/ Beige/ Light grey/ Golden brown/Mahogany/ Teak wood/sand stone/Champagne/Pastel blue or any other colour using high quality pigments complete in all respect as per specification and direction of the Engineer in charge.
392	Ground Floor
393	Toilet Block
394	Providing and fixing factory-made steel (or stainless steel) single-leaf door with frame, honeycomb core, factory powder coated finish, including hinges, lockset, handle,Mortise Sash lock with cylinder and lever handle , door closer, and complete installation as per specification.Set Uin IS/BS 120 1200X 2100 mm SINGLE DOOR, . With SS 304 brand-Hörmann ,Jindal, Kinza, The finish of door frame will be plain colour white/ Ivory/ Beige/ Light grey/ Golden brown/Mahogany/ Teak wood/sand stone/Champagne/Pastel blue or any other colour using high quality pigments complete in all respect as per specification and direction of the Engineer in charge.
395	Ground Floor
396	First Floor
397	Toilet Block
398	Supply and installig UPVC - 3 tracks sliding windows and 2 sashes (shutter) with SS mesh sash dimension of 58mm x 32mmnand sash dimension of 61mm x 37mm for windows with corners fusions welded, fully reinforced with galvanised steel of 1.2mm to 2mm. The sash will be fitted with 5mm reflective toughened glass of make - saint gobain/ AIS/ Goldplus. The windows must be installed complete with all kinds of ironmonergy (including EPDM gaskets, bridging wedges and glass packers) and with suitable water draining system. Application of silicon sealant from inside / outside of dowcorning / GE or equivalent including cost of all materials, all labour, sundries, T & P etc. complete in all respects as per approved drawings and directions of Engineer in charge.
399	Ground Floor
400	First Floor
401	Toilet Block
402	Supplying and fitting-fixing of two rack Un-plasticised Poly Vinyl Chloride (UPVC) sliding window of approved make with 6mm thick glass of approved quality complete with frame, shutters and all fitting and fixtures etc. complete in all respect as per the direction of the Engineer-in-Charge.(Make-Veka/Welltech or Equivalent Brand)
403	Ground Floor
404	Toilet Block
405	Supplying and fitting-fixing of M.S work wrought and put up in grated doors windows & cage latrines as per approved drawing and design with cost of all materials & labour, labour cess, T&P, sundries etc. complete in all respect as per specification & direction of the Engineer-in-Charge.
406	Ground Floor
407	First Floor
408	Toilet Block
409	Priming one coat with Red Oxide primer including cost of all materials & labour, labour cess, T&P, sundries etc. complete in all respect as per specification & direction of the Engineer-in-Charge.
410	Ground Floor
411	First Floor
412	Toilet Block
413	Painting two coats with approved Enamel paints of approved colour, shade over a coat of primer including sand papering, polishing the surface, cost, conveyances of all materials and cost of all labour etc, complete as per specification & direction of Engineer-in-charge.
414	Ground Floor
415	First Floor
416	Toilet Block
417	Supplying, fitting and fixing of stainless steel of 304 grade in hand railing using 50 mm dia of 2 mm thick circular pipe with Balustrade of size 32 mm x 32mm x 2mm @ 0.90 mtr C/C and stainless square pipe bracing of size case as per approved design and specification, buffing, polishing etc. with the cost, conveyance taxses of all material, cost of all labour etc. complete in all respect as per specification & direction of Engineer-in-charge.
418	Ground Floor
419	First Floor
420	Toilet Block
421	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone- III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. Based on DAR-V1-2023-Item No. 4.17 Page-195
422	Ground Floor
423	First Floor
424	Toilet Block
425	Providing 2.5cm thick Grading Concrete over roof slab with cement concrete (1:2:2) using 6mm size black hard granite crusher broken chips and screened & washed sharp sand for mortar and finished smooth to the rough surface of slab including watering and curing with cost, conveyance, royalties of all materials with cost of all labour, labour cess and T&P required for the work etc. complete in all respect as directed by the Engineer in charge.
426	First Floor
427	Toilet Block
428	Providing and laying water proofs with polymeric bituminous membrane (plastic felt) of 2.25 Kg / Sqm and 2mm thickness consisting of layers having center core of 20 microns thermoplastic high molecular high denisity polythylene H.M.H.D.P.E. film of grade 2504 including priming the surface with bituminous primer @ 0.3 kg/sqm providing a coat of hot blown bitumen of 1.32 kg /sqm, applying and laying plastic felt membrane with 10 c.m. overlap adhered to blown bitumen of 85/25 or 90/15 grade and covered with a layer of hot blown bitumen@ 1.2 kg/sqm etc complete.
429	First Floor
430	Toilet Block
431	Supply fixing Natural terracotta (high-fire baked clay), exterior grade.Typical unit size options: 200×200×60 mm unglazed natural red ,Primary support: MS angle/GI channel frame fixed to structural wall (M.S. or SS anchors as required),cement-sand mortar (1:4) bedding and pointing (only for small/light units).including watering curing, cost of carriage and royality of all materials, cost of all labour as directed by the Engineer-in-charge.
432	Ground Floor
433	First Floor
434	Toilet Block
435	Supplying, fitting and fixing Vitrified tiles (600x600) in floors of approved make conforming to IS:13755 laid on 20 mm thick cement mortar (1:4) and filling joints with white cement and epoxy sealant grouting of approved quality including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge. (AR- 2006 slno-17, pg-89)
436	Supplying, fitting and fixing Ceramic wall tiles of premium grade having thickness 6.5mm to 6.7mm confirming to IS:13753 of following sizes to dados skirting & risers of steps on 12mm. thick C.P (1:3) jointed with neat cement slurry mixed with pigments to match the shade of tiles all complete with cost of precast tiles, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge. (AR- 2006 slno-17, pg-90)
437	Finishing plastered wall surface with Cement based Wall putty (water based) of approved make and finished smooth & even surface to receive painting including cost of scaffolding etc. with cost of all materials, labours ,T&P, carriage, royality, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
438	Finishing plastered wall surface with Cement based Wall putty (water based) of approved make and finished smooth & even surface to receive painting including cost of scaffolding etc. with cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
439	Priming one coat with Wall Primer water bond cement primer including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
440	Wall painting two coats with plastic emulsion paint of approved shade on new work to give an even shade including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
441	Wall painting two coat with any approved Weather coat paint including cost of all materials, labours ,T&P, carriage, royalty, taxes etc. required for the work all complete as per direction of Engineer-in-charge.
442	Supplying and fitting-fixing of M.S work wrought and put up in grated doors windows & cage latrines as per approved drawing and design with cost of all materials & labour, labour cess, T&P, sundries etc. complete in all respect as per specification & direction of the Engineer-in-Charge.
443	Priming one coat with Red Oxide primer including cost of all materials & labour, labour cess, T&P, sundries etc. complete in all respect as per specification & direction of the Engineer-in-Charge.
444	Painting two coats with approved Enamel paints of approved colour, shade over a coat of primer including sand papering, polishing the surface, cost, conveyances of all materials and cost of all labour etc, complete as per specification & direction of Engineer-in-charge.
445	Providing 2.5cm thick Grading Concrete over roof slab with cement concrete (1:2:2) using 6mm size black hard granite crusher broken chips and screened & washed sharp sand for mortar and finished smooth to the rough surface of slab including watering and curing with cost, conveyance, royalties of all materials with cost of all labour, labour cess and T&P required for the work etc. complete in all respect as directed by the Engineer in charge.
446	Providing and laying water proofs with polymeric bituminous membrane (plastic felt) of 2.25 Kg / Sqm and 2mm thickness consisting of layers having center core of 20 microns thermoplastic high molecular high denisity polythylene H.M.H.D.P.E.film of grade 2504 including priming the surface with bituminous primer @ 0.3 kg/sqm providing a coat of hot blown bitumen of 1.32 kg /sqm, applying and laying plastic felt membrane with 10 c.m. overlap adhered to blown bitumen of 85/25 or 90/15 grade and covered with a layer of hot blown bitumen@ 1.2 kg/sqm etc complete.
447	Scraping of Bricks dismantled from Brick Work in lime or cement mortar including T&P, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (A.R.-2006, Page No - 214, Item No. - 3)
448	Dismentaling & removing R.C.C columns beams, slab, staircase, landing, lintels, including stacking the useful materials for the reuse and removing the debries within 50 m lead as per direction of Engineer-in-charge. (A.R.-2006, Page No - 221, Item No. - 24)
449	Dismentaling & removing Doors, Windowss and ventilators including Removal of frame, hinges, fastening and stacking the useful materials for the reuse and removing the debries within 50 m lead as per direction of Engineer-in-charge. (A.R.-2006, Page No - 219, Item No. - 18)
450	Dismantling G.C.I. or A.C. sheet roofing after carefully removing the bolts and nuts including stacking of he materials for reuse and removing the debris within 50m lead as per direction of Engineer-in-charge. (A.R.-2006, Page No - 218, Item No. - 16)
451	Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more. (DAR-2023-Page No. 85-Item No. 1.1.18)
452	Clearing and Grubbing Road Land (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)as per clause 201 of MORTH 4th Revision.
453	Earth work in excavation of foundation in ordinary soil or gravelly soil including dressing and leveling the bed and disposal of the excavated materials within initial leads and lifts as per direction of E.I.C.
454	Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MoSRT&H Specifications for Road and Bridge Works (4th Revision).
455	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadum specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H specifications for Road & Bridge works (4th Revision).
456	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadum specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H specifications for Road & Bridge works (4th Revision).
457	Supplying and fixing of Pre cast kerb stone of size 600mmX300MMX150MM OF M30 grade of approved make,design,colour and size made by block making machine with proper compaction fixed in required pattern etc. complete in all respect conforming to IS 5758:1984. SR-2022 CHAPTER 25 ,SL NO-4 PAGE-234
458	Providing and Laying plain cement concrete 1: 3: 6 .( 1 cement : 3 sand : 6 stone Aggregate 40mm nominal size ) As levelling coarse in foundation and plinth etc. complete all depth and height. complete as per direction of the Engineer-in-charge.
459	supply and fixing of 80 mm thick Cement.Concrete interlocking paver block of M-30 grade of approved make design colour and size made by block making machine with proper compaction laid in required pattern etc . complete in all respect conforming to IRC SP-63:2018. SR-2022 SL NO 25.17.1 PG-233.
460	Filling in foundatin and plinth with sand watered and rammed (Labour only)(AR- 2006 slno-15, pg-8)
461	Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).
462	Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.
463	GRASS AREAS
464	Mixing earth and manure in proportion 8 : 1 and spreading to a thickness of 200mm.
465	Fine dressing the ground (to levels specified).
466	Grassing with selection No. 1 grass including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and earth shall be paid for separately).
467	Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately)
468	Holes 1.2 m dia and 1.2 m deep
469	Holes 90 cm dia, and 90 cm deep
470	Holes 60 cm dia, and 60 cm deep
471	Holes 45 cm dia, and 45 cm deep.
472	Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m. lead complete (cattle manure measured in stacks will reduced by 8% for Payment).
473	Supplying and stacking sludge at site including royalty and carriage upto 5 km complete (sludge measured in stacks will be reduced by 8% for payment).
474	Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment).
475	Filling mixture of earth and sludge or manure in the desired proportion in trenches, flooding with water and leveling (cost of supplying earth and sludge or manure and mixing excluded).
476	TREES
477	Supply and stacking of Bauhinia purpurea (Kachnar) plant of height 150- 165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.
478	Supply and stacking of Cassia fistula (Amaltash) plant of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge..
479	Supply and stacking of Cassia siamea plant of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.
480	Supply and stacking of Chorisia speciosa plant of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.
481	Supply and stacking of Delonix regia (Gulmohar) plant of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge
482	Supply and stacking of Erythrina indica plant of height 150-165 cm. in big polybag of size 25 cm as per direction of the officer-in-charge.
483	Providing and Displaying of Alpinia Variegated (three in one) plant having ht. 30 cm and above , with fresh and healthy variegated foliage in 25 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge
484	Providing and stacking of plant Canna dwarf of height 25 to 30 cm., 2 to 3 suckers in earthen pots of size 20 cm Earthen Pot/Plastic Pot and as perdirection of the officer-in-charge.
485	Supply and stacking of plant Cassia biflora of height 90-105 cm., well branched, bushy in big size HDPE bag as per direction of the officer-in-charge.
486	Supply and stacking of plant Cestrum nocturnum (Raat ki Rani) of height 60-75 cm. with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge.
487	Providing and Displaying of Clerodendrum inerme plant having ht. 25 cm to 32 cm multi branched in 20 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge.
488	Supply and stacking of plant Hamelia patens (Dwarf ) of height 30-45 cm. with 3-4 branches in earthen pots of size 20 cm as per direction of the officer-in-charge.
489	Supply and stacking of plant Tecoma gaudichaudi of height 90-105 cm.,bushy in big size HDPE bag as per direction of the officer-in-charge.
490	Supply and stacking of Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara, Mohan, Scarlet Queen, Varigata, Glabra Formosa, Peruviana Odissi, Partha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) plant of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. .
491	Supply and stacking of Clerodendrum splendens plant of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge.
492	Providing and Displaying of Duranta Golden plant, having ht.15 to 20 cm bushty shape plant with fresh and healthy leaves in 20 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge..
493	Providing and stacking of Ficus long Island of height 15 cm to 20 cm, full of branches and foliage in 20 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge.
494	Providing and Displaying of Syngonium variegated plant,of height 30-45 cm. with 2-3 suckers healthy foliage in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-in-charge.
495	Providing and Displaying of Wedelia trilobata plant,full of leaves in 15 cm size of Poly bags & as per direction of the officer-in-charge.
496	Providing and fixing In position FRP Merry Go Round (MGR) of approved design and make of minimum area 1.8meter dia,(Safe Play area minimum 3.0m dia),over all minimum 900 mmheight from ground consisting of1. FRP PLATFORM (Minimum 5MM Thick, 1800 mm dia withcheckered texture)2. PLATFORM SUPPORTING (structured frame of IAS- 40x40x5& 25x25x5,ISF-130x50x10 & 65x50x5 welded together,Triangular frame. OF 75x40x5 C channel),3. CENTER SUPPORT (80NB 500 mm long GI pipe with150x150mm base plate ,with Ball Bearing no. 62092 and Taper Roller Bearing no. 30209)4. RAILING OVER PLATFORM (3 nos 20NB G.I Pipe with GI Railing frame conforming to EN 1176-1:1998lndudlng fixing each supporting leg/ anchoring arm of playinginstrument with foundation angle/base angle/ base plate/torrod etc. In 1:11/2:3 grade concrete block of 0.45 x 0.45 x 0.45m size excavation for concrete block pit, curing etc. all complete
497	Providing and fixing in position Double Arch swing of approved design and make of minimum 3.0m X 1.0m size ( Safe Play area minimum.4.0m X 7.0m)with minimum over all height 2400 mm from ground consisting of:1. TOP PIPE:(50 NB hot dip GI Pipe of minimum length of 2800 mm with two arch swing flanges welded at both the end)2. MAIN FRAME: ( Pair of 80 NB hot dip GI Pipe of minimum height 2800 mm welded together with flange with 25 NB hot dip GI Pipe spacer)3. CHAIN (Rubber dip molded swing chain of dia.6mm &1450mm Long),4. S-HOOK(dia 8mm & 145x130 Triangular hook of SS 304Grade),5. RUBBER SEAT (Molded anti-skid Rubber Seat tested forrubber hardness as per Shore Durometer Type A scaleconforming ASTM D2240 having value of approx.5O),6. Swing clamp: (molded nylon -6 plastic)Including fixing each supporting leg/ anchoring arm of playing Instrument with foundation angle/base angle/ base plate/tor rod etc. In 1:11/2:3 grade concrete block of 0.45 x 0.45 x 0.45 m size excavation for concrete block pit, curing etc.all complete .
498	Providing and Fixing in position 3 seaters Designer Bench of approved design and make minimum area 1.5mx0.60m . Seating Height 0.80m consisting of , 1. FRP channel stri-seat & back with end cap (C section of thickness up to 5mm,1200mm long with wooden finish bolted to side frames.) 2.Bench Frame Heavy Duty Cast Iron Seating Frame conforming to IS 1730 made from sand casting method) Powder Coat done by pure Polyster Powder with 70-80micron thickness. AS Per Finish etc complete as per the direction of Engineer.
499	SOLAR STREET LIGHTING SYSTEM: * 30Watt Solar Semi Integrated street light (LED Make:Osram/Philips) * 24AH 12.8V LiFEPO4 Battery with mppt Charge Controller. * 75 Watt solar PV Module. * 1.Supply of 5m height 5 inch dia GI (Average dia tappered from bottom to top) tubular pole and at the bottom one base plate of size 30 x 30 x 5 mm having a through hole of size 14 mm dia at the centre of the ase plate with recuired nut and bolt with pole cap Pole with Light arm and PV Structure. 2.Painting of tubular pole with arms with ant coat of red oxide primer and two coats of aluminium paint and bottom one meter with black paint with supply of paints and labour.
500	supply and installation of floor standing RO & UV Purifier water cooler having purification capacity upto 50L/hr , Inlet storage capacity of 50ltr .Automation Grade Automatic Plant Area 461 X 582 X 1441 mm Number of Membranes in RO 3 230 V Max Water Recovery Rate 50-55 % Number of Filtration Passes 5 Purification Type.RO Water purifier and water cooler.RO Capacity (LPH) 50 LPH RO+UV+Sediment+carbon.Material of construction -outer pannel stainless steel AUS J1 grade .2nosof cold water compressor ,Hermitically sealer ,reciporting compressor ,condensor propeller fan refrigerant used R-134A .Temprature range 10-25 deg C,RO brand-Usha Cooler SS4080 and Lexpure 50LPH,KENT,Eureka Forbes Aquaguard Reviva ETC BRAND and including cost conveyance,taxes etc complete as per manufacturer's specification or complete as per the direction of Engineer .

Tender Documents

SR No	FileName	File Description
1	Click here to download tender document	Tender Documents
2	Click here to download tender document	Tender Documents
3	Click here to download tender document	Tender Documents
4	Click here to download tender document	Tender Documents

Also Visit

Tenders

Odisha Tenders

Construction Tenders

Turnkey Projects Tenders

Infrastructure 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 Name Of The Work: - Improvement Of Infrastructure (Civil +Electrical +Ph + Renovation) In Banailata Mission Pry. School, Govt. Upper Primary School Madhupur Under Nuagaon Block (2), Sundargarh-Odisha

Tender Documents

Disclaimer

About Us

Services

Browse Tenders

For Sales Inquiry

Tender For Name Of The Work: - Improvement Of Infrastructure (Civil +Electrical +Ph + Renovation) In Banailata Mission Pry. School, Govt. Upper Primary School Madhupur Under Nuagaon Block (2), Sundargarh-Odisha

Tender Documents

Disclaimer

OTP Verification

About Us

Services

Browse Tenders

For Sales Inquiry

Connect With Us