Civil-Works (Adm Building ,Mcc Building, Water Tank, Road, Shed, Planatation Etc.) For Bio Gas Plant At Devnarayan Nagar , Kota, Kota-Rajasthan

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Kota , Rajasthan

Tender Brief : Corrigendum : Civil-Works (Adm Building ,Mcc Building, Water Tank, Road, Shed, Planatation Etc.) For Bio Gas Plant At Devnarayan Nagar , Kota

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₹ 7500 /-

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Submission Date
24-02-2021

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Indian

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	23-02-2021	Due Date Extended	Admin Corrigendum Date Extend	24-02-2021
2	02-02-2021	Extension of date	Date	22-02-2021

Name of Work: Civil-Works (Adm Building ,MCC building, Water Tank, Road, Shed, Planatation etc.) for Bio gas plant at Devnarayan Nagar , Kota.
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	Building Work	BI01010001010000000000000515BI0100001112
2	1.1	Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available :
3	1.2	Ordinary rock		1051.1	Cum
4	1.3	Hard rock(blasting prohibited) useful MATERIAL 30%		5316.86	Cum
5	1.4	Filling in plinth with locally available good earth under floors including watering ramming consolidating and dressing complete including cost of Locally available good earth		201	Cum
6	1.5	Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand		20.1	Cum
7	1.6	Grading roof for water proofing treatment with water proffing compound
8	1.7	Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)		10.05	Cum
9	1.8	Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :		88	mtr
10	1.9	Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.
11	2	M10 grade Nominal Mix \n1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).		454.736	Cum
12	2.1	Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centering, shuttering and reinforcement including curing, compaction, finishing with rendering in cement sand mortar 1 : 3 (1 cement : 3 coarse sand) and making good the joints and Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-charge. M-20 grade reinforced cement concrete. All wiork up to plinth level.
13	2.2	Food-waste Shed, Raft		684.43	Cum
14	2.3	Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centering, shuttering and reinforcement including curing, compaction finishing with rendering in cement sand mortar 1 : 3 (1 cement : 3 coarse sand) and making good the joints and admixtures in recommended proportions as per IS : 9103 to accelerate, retard setting of concrete improve workability without impairing strength and durability as per direction of engineer-in-charge. M-20 grade reinforced cement concrete. All work from plinth level up to floor Three Level.
15	2.4	Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc.\n
16	2.5	M-20 grade reinforced cement concrete		56.866	Cum
17	2.6	Providing M-30 grade concrete instead of M-20 grade design mix.		741.296	Cum
18	2.7	Centering and Shuttering with plywood or steel plate including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc.		692.373	Sqm
19	2.8	Centering & shuttering with plywood or steel Plate including strutting, propping bracing both ways with steel props and removal of formwork for upto floor Three level for :
20	2.9	Walls (any thickness) including attached pilasters, buttresses plinth and string course.		1352.52	Sqm
21	3	Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc.		268	Sqm
22	3.1	Columns, pillars, posts and struts etc.		184.5	Sqm
23	3.2	Add extra for shuttering in circular work (in respective centering and shuttering items)		666.182	Sqm
24	3.3	Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor Three level.
25	3.4	Thermo-mechanically Treated bars (Conforming of relevent IS code)		69830.5	Kg
26	3.5	Flyash Lime Gypsum Brick Works with Flyash Lime Gypsum Brick Works of class designation 75 in superstructure above plinth level upto floor Three Level in all shapes and sizes in :
27	3.6	Cement mortar 1 : 6 (1 cement : 6 coarse sand)		81.42	Cum
28	3.7	Random Rubble stone masonry for foundation and plinth in Cement Sand mortar above 30 cm thick wall in :
29	3.8	Cement Mortar 1 : 6 (1-Cement : 6-Sand).		90	Cum
30	3.9	Providing and fixing pressed steel door frames confirming to IS 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface including filling with CC 1:2:4(M15 grade) complete as directed by Engineer-in-charge :
31	4	Profile B		48	Mtr
32	4.1	Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to IS : 13753 & IS :15622 of size 300mm x 450mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar).		32.34	Sqm
33	4.2	Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirming to IS : 13755 and IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4).		13.75	Sqm
34	4.3	Polished Blue Kota stone flooring skirting, laid over 20 mm thick base of C.M. 1 : 4 and jointed with grey cement slurry to match the shade of the slab including rubbing and polishing complete :
35	4.4	For area of each slab from 2001 to 5000 Sq.Cm :
36	4.5	30 mm thick slab.		211.6	Sqm
37	4.6	Random rubble dry stone Kharanja under floor.		30.82	Cum
38	4.7	Providing and fixing steel gate, grating ,and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide		2000	Kg
39	4.8	Providing and fixing steel glazed doors windows and ventilator shutters of standard rolled steel section (IS 1038-1983) joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required :
40	4.9	Partly fixed and partly openable [ fixed area not to exceed 33%]		27	Sqm
41	5	Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :
42	5.1	20mm thick.		956.8	Sqm
43	5.2	12mm thick.		1435.2	Sqm
44	5.3	6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand).		154.1	Sqm
45	5.4	Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade :
46	5.5	Two or more coats on new work including preparation of base with primer, putty, lippy complete in all respect.		1589.3	Sqm
47	5.6	Painting exterior surface of Wall with 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty, etc complete in all respect.
48	5.7	New Work		1956.8	Sqm
49	5.8	Providing and fixing stone slabs table rubbed, 15-18 mm thick in Walls, Steps, Pillars, Counters, Jambs, Shelves, Sills etc. laid on 12mm (Av.) thick base of CM 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.
50	5.9	Makrana 'Adanga'.		5	Sqm
51	6	Providing and fixing 15 to 20 mm thick Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12 mm (Av.) thick base of cement mortar 1 : 3 (1 cement : 3 coarse sand) jointing with white cement mortar 1 : 2 (1 white cement : 2 marble dust) with pigment to match the shade of the granite slab complete including rubbing and polishing of :
52	6.1	Jhanshi (Red / Choclate Colour)		3	Sqm
53	6.2	Rough chisel dressed stone flooring over 20 mm (Av.) thick base in CM 1 : 6 including pointing with cement mortar 1 : 2 (1 cement : 2 stone dust) with and admixture of pigment to match the shade of stone with joint thickness upto 15 mm :
54	6.3	35 mm thick red sand stone.		3	sqm
55	6.4	Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure 'A'
56	6.5	35 mm thick
57	6.6	commercial Veneer Both side		16.8	Sqm
58	6.7	Add extra for Sunmica 0.8 mm thick.		16.8	Sqm
59	6.8	Providing and fixing Indian Type white glazed vitreous china 1st quality W.C. Orissa pan (IS : 2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor.
60	6.9	Size 580 x 440 mm		2	Each
61	7	P & F European type white glazed vitreous china 1st quality W.C pan (IS : 2556 Mark) with P or S trap including cutting and making good the wall and floor		2	Each
62	7.1	P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556mark). Of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball, (IS: 1703 mark) complete including cutting and making good the wall:
63	7.2	PVC with PVC bend as per IS : 7231 .		4	Each
64	7.3	P & F WVC wash basin (1st quality, I.S. : 2556 Mark) of approved make with C.I. brackets duly painted, \n1 No. 15 mm C.P. Pillar cock (IS : 8934 Mark) & \n32 mm C.P. brass waste coupling of approved make,\n25 mm G.I. waste pipe complete including cutting & making good the wall.:
65	7.4	Size 550 mm x 400 mm		3	Each
66	7.5	1.0 mm thick Salem stainless steel AISI -304 & IS 13983-1994 kitchen sink of approved make (Nirali, Neel – kanth, Jaina, Faber-Castell ) with large waste coupling.
67	7.6	Over all size Bowl Size
68	7.7	24 x 18 x 8 20 x 16 x 8		1	Each
69	7.8	Providing and fixing Drain Board of approved make with C.I. brackets duly painted complete including cutting & making good the wall.
70	7.9	WVC (I.S.: 2556 Mark) size 530 x 450mm		1	Each
71	8	Providing and fixing Flush Cock / Flush Valve (IS : 9758 Mark) for WC of approved quality make.
72	8.1	CP Brass flush valve 32 mm nominal bore		4	Each
73	8.2	Providing and fixing PVC Storage tank confirming to IS : (12701 marked indicating the BIS license No) of approved make with cover, 25 mm dia 1 M long G.I. over-flow pipe & 25 Cm. Long wash out pipe with plug & socket, including making connection etc. complete of approved design.
74	8.3	500 Litres capacity		5	Each
75	8.4	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,)
76	8.5	25 mm nominal outer dia pipes		250	mtr
77	8.6	32mm nominal outer dia pipes		150	mtr
78	8.7	Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make
79	8.8	110 mm dia		105	mtr
80	8.9	Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make..110 mm dia
81	9	Coupler		20	Each
82	9.1	Bend 87.5 Dg.		10	Each
83	9.2	Bend 45 Dg.		5	Each
84	9.3	Door Bend 87.5 Dg.		5	Each
85	9.4	Pipe Clip		30	Each
86	9.5	W.C. Connector		4	Each
87	9.6	Single Tee		11	Each
88	9.7	Offset		5	Each
89	9.8	Gully Trap		5	Each
90	9.9	Nahni Trap with Jali 4”		10	Each
91	10	Vent Cowel		5	Each
92	10.1	P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant.		50	mtr
93	10.2	Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m 10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr.
94	10.3	-do- size 450 x 450mm depth upto 0.5 M Cement cover with frame		15	Each
95	10.4	Supply & Stacking good earth at site complete including loading unloading & transportation etc.		400	Cum
96	10.5	P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make:
97	10.6	C.P. Brass bib cock,15mm nominal bore.		5	Each
98	10.7	P & F Ball Cock (IS :1703 Mark) with Rod & P.V.C. Ball complete :
99	10.8	Brass wt.Not less than 400 gm, 20mm.		5	Each
100	10.9	Providing at site, lowering & laying in trenches, aligning & jointing of PVC-U pipes (SN 8) as per IS 15328 (amended up to date) and as per specifications with rubber rings with socket and spigot joint, (EPDM/SBR) for all depths for pipe length as per drawing and specification including hydraulic field testing and commissioning etc complete as directed by Engineer.\nNote : E/w to be measured and paid separately.
101	11	160mm dia		50	mtr
102	11.1	Road-Part
103	11.2	Construction of embankment with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with lead upto 1 km as per MoRTH Specification : Clause No. 305.		25830	Cum
104	11.3	Construction of sub-grade and earthen shoulders with approved Material obtained from borrow-pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 tonne to meet requirement of Table 300-2 as per MoRTH specification : Clause No. 305.		14350	Cum
105	11.4	Providing, laying and spreading and compacting specified graded crushed stone in sub-base course including premixing the Material at OMC in mechanical mixer (Pug mill), carriage of mixed Material, laying in uniform layers with Motor Grader, F.E. Loader, on a prepared surface and compacting with Vibratory Compactor to achieve the desired density including all Material, labour, machinery, lighting barricading and maintenance of Driversion complete. (MoRTH specification clause 401). with all lead & lift		2940	Cum
106	11.5	Dry lean cement concrete sub - base. Construction of dry lean cement concrete 1:3:6 sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blening to be as per Table 600-1, cement content not to be less than 200 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonne vibratory roller, finishing and curing.		1551.99	Cum
107	11.6	Providing and Laying un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement, coarse and fine aggregate conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per MoRTH Specification : Clause No. 602, 112.\nUsing Cement concrete M-30 pavement Grade		2936.08	Cum
108	11.7	UIT Approved Items
109	11.8	Plant/Tree should be minimum 8' height (following trees are to supply and planting at site) Maharukh (Ailanthus cxcelsa), Gular (Ficus glomerata), Salai (Boswellia serrata), Imli (Tamrindus indica), Gurjan (Lannea Coromendalica), Jungle jalebi (Pithecllobium dulce), pikhan(Ficus vires), Kusum (Schleichera oleosa), Babool(Acacia) Nilotica), Siris (Albizia lebbeck), Neem (Azardiracta indiaca),Shisham (Dalbergia sissoo), Copperpod (Peltophorum pterocarpum), Arjun (Terminalia arjuna), Ronjh (Acacia catechu), Kumttha (Acacia Senegal), Kanju (Holoptelea integrifolia), Wild date palm (Phoenix syvestris), Roheda (Tecomella undulata), (Sallix babilonical), Dhak (Butea monosperma), Amalts (Callsia fistula) Gulmohar (Delonix regia), Coral tree (Erythrina variegata) Semal (Bombax ceiba), Sita Ashok Supply & planting of shady flowering fruit bearing plants (list as below in item no.1.1) including the folowing activities:\n1. Preparation of soil including cleaning & removing of unwanted weeds removal of stones & garbage. 2. Supply & planting of plants at site of height more than 2.40 mtr. 3. Supply of goat dung manure 0.06 cum. \n4. Supply o insecticides. 5. Digging and filling with good earth 0.73 cum of pits size 0.90 X 0.90 X0.90 mtr including removal of stones in all type of soil including hard rock. Manuring application of insecticides & watering at least 15 liter plant after planting. 6. Watering 15 liter per plant per day. \n7. Contractor should have maintained plants for 3 months on his cost. If plants die some where during maintenance (3+33=36 months) the the contractor will replant it at his own cost. Tree Specifications. (Acacia leucophloea), Khair (Acacia catechu), Kumttha (Acacia Senegal ), Kanja (Holoptea integrifolia), Wild date plam (Phoenix sylvestris), Roheda (Tecomella undulata), (Sallix babilonica), Dhak (Buteamonosperma), Amalts (Cassia fistula), Gulmohar (Delonix regia), Coral tree (Erythrina variegata), Semal (Bombax ceiba), Sita-ashok (Saraca indica), Kachnar (Bauhinia blakeana), Flame tree (Spathodea czmpanulata ), Saptaparni (Alstonia scholaris ), Kadamb (Neolamarckia cadamba), Champa (Plumeria obstusa), Maulsari (Mimusops elengi)		400	Each
110	11.9	Laying of lawns including ploughing levelling breaking of clods manuring & removal of stones etc.(Cost of manure or extra good earth to be paid seperately) Maintenance of lawns for 30 daysor more till the grass forms a thick lawns free from weeds & fit fo
111	12	In rows 15 Cms. apart in either direction		12500	100 Sqm
112	12.1	Planting of trees / Shurbs / hedge & climbers plants at desired distance in a row & watering.		10000	100 Plants
113	12.2	yxs gq;s ikS/kksa dk la/kkj.k dk;Z &\nlaosnd }kjk yxs gq;s ikS/kksa dh lkj laHkky@la/kkj.k dk;Z djuk gksxk] ikS/kksa dh vPNh o`f) gsrq laosnd }kjk le;≤ ij vko’;drkuqlkj vçoqM [kkn] fu;fer ikuh nsuk o dhVuk’kd dk ç;ksx ,oa fujkbZ&xqM+kbZ] Fkkaoys cukuk o ikS/kksa dks lh/kk j[kus ds fy, ckal dh [kIiph yxkuk vkfn dk;Z la/kkj.k esa 'kkfey gSA ftldk çcU/k laosnd }kjk vius Lrj ij djuk gksxkA yxkus ds 12 ekg rd A		4800	No. P.Month
114	12.3	yxs gq;s ikS/kksa dk la/kkj.k dk;Z &\nlaosnd }kjk yxs gq;s ikS/kksa dh lkj laHkky@la/kkj.k dk;Z djuk gksxk] ikS/kksa dh vPNh o`f) gsrq laosnd }kjk le;≤ ij vko’;drkuqlkj vçoqM [kkn] fu;fer ikuh nsuk o dhVuk’kd dk ç;ksx ,oa fujkbZ&xqM+kbZ] Fkkaoys cukuk o ikS/kksa dks lh/kk j[kus ds fy, ckal dh [kIiph yxkuk vkfn dk;Z la/kkj.k esa 'kkfey gSA ftldk çcU/k laosnd }kjk vius Lrj ij djuk gksxkA yxkus ds 12 ekg i'pkr A		9600	No. P.Month
115	12.4	Maintenance of Hedge, Climbers, Shrubs at parks including watering, trimming, preparation of thawala, manure and complete work.		54000	Sqm. P.Month
116	12.5	Construction of Tube-well upto 100 Meter depth and above in all type of rocks by DTH system and over burden, to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes, but excluding cost of casing pipes as per IS : 2800 (Part I & II) 1979 specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe:
117	12.6	200 mm –do-		340	Rm
118	12.7	Supply of ERW M.S. black casing pipe ISI marked (IS:4270/1992) of grade Fe410 of following sizes at site of work.
119	12.8	Nominal bore of pipe (mm)200		18	Rm
120	12.9	Providing and laying of PVC insulated submersible cable with copper conductor of superior quality including making connection etc. in the following size & make Gr-1 Delton, Havells, KEI, Anchor, Standard, Indoasian, L & T, Paramount.
121	13	(b) 4.0 sqmm 3 core		400	RM
122	13.1	S&F tube-well cover of MS sheet (6mm thick) with nuts and bolts complete for casing size.
123	13.2	(a)200 mm dia		1	No.
124	13.3	Supply & Installation of 3 Phase ISI marked submersible motor pump set of five star rating by BEE and as per IS 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well. The job includes lowering of motor pump, installation of complete fittings & accesories, jointing of elctrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect.
125	13.4	(a) Upto 5.5 KW (7.5 HP) & head up to 120 mtr		5	Per KW
126	13.5	Supply & Fixing XLPE insulated/PVC sheathed cable of 1.1 KV grade with aluminum conductor armoured of IS:7098-I/1554-I approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25cm thick under layer of sand, II-class brick covering refilling earth in the remaining portion making necessary connection including testing etc. as required
127	13.6	(b) 10.00 sqmm 4 core		100	RM
128	13.7	S&F MS clamp set of 50x 6mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set.		2	Set.
129	13.8	Installation of submersible motor pump set in tube-well/open well complete (labour charges only) including transportation of tripod, chain pulley block & any other material required for lowering purpose.		1	Nos.
130	13.9	Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay, ampere meter with CTs, volt meter, phase preventor, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter (supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 guage M.S. Sheet with powder coating. Panel should be of minimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg's length 18\" and double door including in built locking system. The legs should be embedded in M-15 cement concrete plat form.The size of CC plateform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply.
131	14	Above 5 HP & upto 10 HP		1	Nos.
132	14.1	Providing and Lowering in tube well ISI marked G.I Pipes \"B\" class as per IS:1239 part 1 threaded and double flanged on both ends and two number 25x3mm MS flat welded on both ends between pipe @ flange, rubber washer & nut bolts etc complete in all respect.
133	14.2	(a) 50 mm dia		350	RM
134	14.3	COVERING-SHED
135	14.4	Providing and fixing cow catcher made of R.S. joist angles channels MS rounds including cutting welding and fabrication with priming coat of red oxide (as per design).		1000	Kg
136	14.5	120cm. high fencing with angle iron posts 50x50x6mm. placed at every 3 Mtr. apart 30cm. in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner & every tenth posts to be strutted with 50x50x6mm angle iron provided with three horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staple including earth work in excavation etc. complete.		1022	Mtr
137	14.6	Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape whenever required.
138	14.7	0.80 mm thick with zinc coating not less than 275 gm/m2		1650	Sqm
139	14.8	Providing ridges or hips of width 60 cm over all width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia. G.I. limpet and bitumen washers complete.
140	14.9	0.80mm thick with zinc coating not less than 275		50	Mtr
141	15	Providing and fixing M.S. round holding bolts and nuts and washers complete.		1500	Kg
142	15.1	Steel work in built up tubular trusses including cutting hoisting, fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shape washers etc. complete above plinth level upto 4.5 mtr. Height \n(a) Hot finished welded type tubes.		60000	Kg
143	15.2	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : \n
144	15.3	Two or more coats on new work		1300	Sqm
145	15.4	Drilling holes in rails, joist or M.S. plate.		200	Each

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Civil-Works (Adm Building ,Mcc Building, Water Tank, Road, Shed, Planatation Etc.) For Bio Gas Plant At Devnarayan Nagar , Kota, Kota-Rajasthan

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