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Construction Of Model Crematorium Yard In Ward No-13 , Near Kalia Lunda Hill , At-Kabisuryanagar Nac Building Work, KABISURYANAGAR-Odisha

Municipal Corporation-MC has published Construction Of Model Crematorium Yard In Ward No-13 , Near Kalia Lunda Hill , At-Kabisuryanagar Nac Building Work. Submission Date for this Tender is 27-01-2021. Cremetorium Tenders in KABISURYANAGAR Odisha. Bidders can get complete Tender details and download the document.




Tender Notice

26623078
Construction Of Model Crematorium Yard In Ward No-13 , Near Kalia Lunda Hill , At-Kabisuryanagar Nac Building Work
Open Tender
Indian
Odisha
KABISURYANAGAR
27-01-2021

Tender Details

Construction Of Model Crematorium Yard In Ward No-13 , Near Kalia Lunda Hill , At-Kabisuryanagar Nac Building Work

Key Value

Document Fees
INR 6000 /-
EMD
INR 28395.0 /-
Tender Value
Refer document

BOQ Items

Name of Work: Construction Of Model Crematorium Yard in Ward No-13 ,Near Kalia Lunda Hill, At-KabisuryaNagar NAC
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Earth work in excavation of foundation in hard soil or gravelly soil within 50m initial lead and 1.50m initial lift including rough dressing breaking clods to maximum 5cm to 7cm & laying in layers not exceeding 0.3m depth and as per direction of the Engineer-in-Charge 268.4 Cum
2 2 Providing, supplying, filling in foundation and plinth with sand including watering and ramming with cost, conveyance, royalty, taxes of all materials with all labour, T&P etc., complete. 142.59 Cum
3 3 Cement concrete of proportion (1:4:8) in F&F using 40mm size hbg metal of approved quality including cost, conveyance, taxes & royalty of all materials and labour with T&P etc. complete in all respect . 29.3 Cum
4 4 Cement concrete of proportion (1:2:4) in F&F using 12mm size hbg metal of approved quality including cost, conveyance, taxes & royalty of all materials and labour with T&P etc. complete in all respect . 3.681 Cum
5 5 R.C.C. work M-20 grade with 20mm and down grade black hard granite crusher broken stone chips including hoisting and layingand, T&P,Labour ,Materials Roylity etc complete. 57.4 Cum
6 6 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. 45.92 Qtl
7 7 Rigid smooth centering and shuttering for R.C.C. works including false works and dismentalling then after casting including cost of materials complete in ground floor.\n\nColumn,Beam & slab 318.898 Sq.m
8 7.1 Footing 128.568 Sq.m
9 7.2 LINTEL 30.804 Sq.m
10 8 Fly ash bricks of 23 Cm. x 12 Cm. x 8 Cm. size having crushing slrength not less than 75 Kg./Cm2 with cement mortar (1:6) in superstructure including splays, cuttings, circular moldings, watering & curing for 7 days, cost, conveyance, taxes & royalties of all materials, labour with T&P etc. complete \n\nFoundation and Plinth 126.469 Cum
11 8.1 Super Structure 80.538 Cum
12 9 12mm thick cement plaster in cm (1:6) finished smooth to brick masonry including racking out joints with watering, curing, cost, conveyance, taxes, royalties, labour with T&P etc. complete in all respect. 162.83 Sq.m
13 10 16mm thick cement plaster in cm (1:6) finished smooth to brick masonry including racking out joints with watering, curing, cost, conveyance, taxes, royalties, labour with T&P etc. complete in all respect. 812.86 Sq.m
14 11 2.5cm thick A.S. Flooring with cc (1:2:4) using 12 mm size hg chips of approved quality including cost, conveyance, taxes, royalties of all materials, watering & curing for 28 days & cost of all labour with T&P etc 57.6 Sq.m
15 12 Distempering two coats to walls with distemper of approved shade on new work to give an even shade including cost of distemper 876.53 Sq.m
16 13 Providing Two Coats Enamel painting over a coat of primer to wood work including cost of all materials and labour with T&P etc complete. 34.481 Sq.m
17 14 Supplying, fitting and fixing of M.S. grill in Door&windows (Frame with Shutter) including screws as may be required etc with cost, conveyance, taxes of all materials, labour, T&P etc. Complete 2348.97 Kg
18 15 Providing and laying heavy duty factory made hydrulicalypressed and mechanically compacted pre cast inter locking tuff stone brand pavers of 80 mm thick coral shaped preparation of subbase with 50 mm sand and levelling and laying of interlocking paver block with sand binding and compacting with plate vibrator finishing the surface including cotting of blocksat the edges all labour materials sundries and p required for the work including hire and running charges of all machinaries required for the work etc complete as per direction of engineer in charge. (Data for 10 sqm) 337.5 Sq.m
19 16 Fixing of Vertified tiles in Floor Tile(Mat Finished) of premium grade having thickness 7mm to 8mm confirming to IS 13755 of size 30cm x 30cm special plain / printed series in floors over 25mm thick bed of cement mortar 1:1 jointed with cement slurry mixed with pigments to match the shade of the tiles, including rubbing & polishing etc. complete including cost, conveyance, taxes & royalties of all materials, labour with T&P complete in all respect. 19.1 Sq.m
20 17 Fixing of Ceramic floor tiles/Dadoo of premium grade having thickness 7mm to 8mm confirming to IS 13755 of size 30cm x 30cm special plain / printed series in floors over 25mm thick bed of cement mortar 1:1 jointed with cement slurry mixed with pigments to match the shade of the tiles, including rubbing & polishing etc. complete including cost, conveyance, taxes & royalties of all materials, labour with T&P complete in all respect. 74.265 Sq.m
21 18 25 mm Grading Concrete. with CC (1:2:2) using 6 mm size hg chips of approved quality including cost, conveyance, taxes, royalties of all materials, watering & curing for 28 days & cost of all labour with T&P 31.24 Sq.m
22 19 Supplying and Fixing of Cement Jalli Precasted etc including cost, conveyance, taxes & royalties of all materials, labour with T&P complete in all respect. 1.62 Sq.m
23 20 Supplying all labour, materials, T&P and fitting & fixing of Orissa pan (water closet) (white vitreous china)confirming to IS no2556/1994 (580x440mm) duly embedded in cement concrete (1:5:10) all complete with foot rest and P-trap including supply of all material marked as per PH specification and direction of Engineer-in-charge 2 Nos
24 21 Supplying all materials, labour,T&P for construction of 10 user septic tank as per PH Drawing and design , sepcification and direction of Engingineer-in-charge including all cost , conveyance and roylty etc. all complete 10 users'Septic Tank size [2.30x1.10x1.80mtr.] 1 Nos
25 22 Supplying all materials,labour and T&P for constructing inspection chamber with R.C.C. top slab in (1:1.5:3 ) mix with foundation concrete (1:2:4 ) inside plaster 12mm. thick with cement mortar (1:3) finished with neat cement punning, 12mm. thick out side plaster (1:3),brick work with K.B. bricks with crushing strength not less than 75kg/sqcm. in cement mortar (1:3) finished smooth complete as per specification and direction of Engineer-in-charge of size( 2' 6" X 2' 6 " X 1' 6'') Inspection chamber size (0.75x0.75x0.45mtr.) 3 Nos
26 23 Supplying all materials, labour and T&P for construction of 1.20mtr.dia.x2.55mtr. Deep soak-way pit with dry brick walling up to 2.10mtr. height and brick work with cement mortar (1:6) with K.B. bricks for 0.45mtr. height of wall at top,cement plaster (1:3) inside and outside,inside filled with dry brick khoa of 50mm.to 100mm.size to a height of 2.00mtr.from bottom, covered by means of 40mm.thick R.C.C. perforated slab,50mm.thick R.C.C.well cover in pieces fitted with iron rings including earth work in excavation and refilling of cavity around the pit etc. all complete as per approved design and drawing. 1 Nos
27 24 Supplying all materials,labour and T&P for cutting groves in pucca floor and walls for taking G.I. pipes and fittings /P.V.C. pipes and fittings and making good to the damages all complete as per specification as per specification and direction of Engineer-in-charge. 10 Nos
28 25 Supplying all materials, labour, T&P and laying in trenches (to level or slope) unplasticized PVC pipes conforming to IS: 4985/2000 of the following outside dia for class–3(0.60mpa) including jointing with supply of approved solvent cement by non-heat application method/as per manufacturer’s specification, providing and laying in trench cement concrete (1:4:8) with 40mm size hard granite metal in the Type B-1 standard bedding in hunching including concrete for bedding and curing etc all complete as per PH specification and direction of the Engineer in charge.\n\n110mm dia PVC Pipe for Sewer Line 5 Mtr
29 26 Supplying all materials, labour and T&P and laying in trenches, unplasticized PVC pipes conforming in the following nominal diameter and fittings including testing as per specification all completeas per specification and direction of Engineer-in-charge. \n\n15 mm dia PVC pipe (ASTM) 10 Mtr
30 26.1 25 mm dia PVC pipe (ASTM) 20 Mtr
31 26.2 25 mm dia GM full way valve 2 Nos
32 26.3 15mm. dia.C.P. Bib cock(long body) 5 Nos
33 26.4 C.P. towel rail (20mm.diax600mm.)[including cost] 4 Nos
34 26.5 C.P.Soap holder 4 Nos
35 27 Labour for drilling a perfectly vertical bore holes of specified diameter for a specified depth below ground level through hard and boulder formation by means for Fast Drilling Sophisticated Rigs as required to suit the site condition as per the direction of Engineer-in-charge including deployment of rig with its accessories, T&P and consumables etc. for a finished bore suitable for lowering of 125 x 100 mm nominal dia PVC or GI casing pipes fitted with sockets and with or without well screens as per necessity for the soft and hard formations drilled by combination drilling method. ,125 mm bore 75 Mtr
36 28 Lowering of the following sizes of GI / PVC / MS housing pipe with or without slotted pipe as per necessity from ground level to 30 mtr. Depth and fitted and fixed up in perfectly vertical position including cutting and threading of pipe ends fixing all joining materials, T&P etc. all complete and keeping the top of casing pipe threaded including placing tube wells to prevent entry of foreign materials – 125mm dia GI / PVC/ MS casing slotted pipe. 30 Mtr
37 29 Cleaning and developing the tubewell using thewir own compressor continuously worked till clear and adequate discharge is obtained from the tubewell including supply and use of all necessary equipment and labour as per the direction of engineer-in-charge. 1 Nos
38 30 Cost of 125mm dia PVC pipe ( schedule- 80 ) = 31 Mtr
39 31 Supplying all materials, labour and T&P and laying in trenches, unplasticized PVC pipes conforming in the following nominal diameter and fittings including testing as per specification all completeas per specification and direction of Engineer-in-charge. \n\n15 mm dia PVC pipe( ASTM) 40 Mtr
40 31.1 25 mm dia PVC pipe ( ASTM) 50 Mtr
41 31.2 15 mm dia C.P.Short Body Bib Cock 4 Nos
42 32 Procurement , installation , lowering , testing and commissioning of vertical submersible pumpsets of reputed make ( KSB / CRI / TEXMO / KIRLOSKAR / CROMPTON ) of the following duty for new Production Wells 1 Nos
43 33 Procurement , installation , fixing on walls with testing and commissioning of star delta control panel with APFC arrangement etc. as complete as per GED specification and direction of Engineer - in - charge 1 Nos
44 34 Supplying all materials , labour T & P for fitting and fixing the following materials and accessories required for commissioning the Production well as per specification and direction of EIC\n\n4.0sq.mm. Flat Submersible Cable 75 Mtr
45 34.01 4.0sq.mm. Flat Submersible Cable 75 Mtr
46 34.02 6mm wire rope 80 Mtr
47 34.03 40mm dia GM NR Valve 1 Nos
48 34.04 50mm HDPE pipe outer dia PN 10 50 Mtr
49 34.05 50mm. SS nipple 2 Nos
50 34.06 40mm. G.I. Bend ( heavy ) 2 Nos
51 34.07 40mm GI Union 2 Nos
52 34.08 40mm GI Socket 3 Nos
53 34.09 40mm x 6" GI nipple 2 Nos
54 34.1 Bore holding Clamp M.S. 1 Nos
55 34.11 125mm. MS Bore Cover 1 Nos
56 34.12 Wire rope Clamp 6 Nos
57 34.13 Steel nut bolt 3/8" x 4" long 12 Nos
58 35 Supplying all materials, labour and T&P and laying of 1000 Lits Capacity PVC Overhead Tank including all as per specification all completeas per specification and direction of Engineer-in-charge. Including Stagging\nOver head tank Beam stazing 0.6m with F.Brick 2 Nos
59 36 Cost of Photography , Sign Board 1 L.S
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