Tender For Construction Of Demonstration Housing Project On Design And Build Basis At Bhopal , Mp Etender For Construction Of Demonstration Housing Project For Use As Sports Hostel On Design And Build Basis Using Emerging Technology Including On Site Inf, Bhopal, Madhya Pradesh-Madhya Pradesh

TDR : 27007749

Tender Notice
Corrigendum Details
BOQ

Expired

Bhopal, Madhya Pradesh , Madhya Pradesh

Tender Brief : Corrigendum : Tender For Construction Of Demonstration Housing Project On Design And Build Basis At Bhopal , Mp Etender For Construction Of Demonstration Housing Project For Use As Sports Hostel On Design And Build Basis Using Emerging Technology Including On Site Inf

Document Fees
₹ 5000 /-

EMD
Refer document

Tender Value
₹ 5.32 Crore /-

Submission Date
22-03-2021

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	04-03-2021	Date Extended till 22.3.3021	Date	22-03-2021
2	16-02-2021	New BOQ	BOQ	08-03-2021

Name of Work: CONSTRUCTION OF DEMONSTRATION HOUSING PROJECT ON DESIGN & BUILD BASIS AT BHOPAL, MADHYA PRADESH
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	HEAD A - DWELLING UNITS AND OTHER PROVISIONS
2	1.01	Total cost of construction of Building including all\nassociate facilities & services, fire-fighting, ramp, staircase and mumty complete in all respect as per scope of work with specifications and drawings mentioned in Bid document & including GST, Labour Cess and other Taxes		1	L.S.
3	2	HEAD B - ON SITE INFRASTRUCTURE WORKS (on Item Rate Basis) including GST, Labour Cess and other Taxes
4	2.01	SUB-HEAD 1
5	2.02	EARTH FILLING
6	2.03	Supplying and filling in plinth under floors including watering ramming.
7	2.04	Supplying and filing in plinth with soil (other then BC soil ) having MDD not less than 1.85 t/m3 under floors including watering, ramming and compacting (minimum compaction 95% of MDD) in layers not exceeding 15cm depth and dressing complete.\nLead upto 5 km		825.6	cum
8	2.05	Extra for lead beyond 5 km (Rate Only)		0.01	Cum
9	2.06	Extra for Dewatering work (Rate only)		1	Hour
10	3	SUB-HEAD 2
11	3.01	BOUNDARY WALL WITH ENTRANCE GATE
12	3.02	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be leveled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil		139.32	Cum
13	3.03	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level :\na) M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate\n		15.72	Cum
14	3.04	Brick work with well brunt open bhatta, bricks, crushing strength not less than 25kg /cm2 and water absorption not more than 20% in foundation and plinth i/c curing etc complete.\na) Cement Mortar 1:6 (1 cement: 6 sand).\n		33.37	Cum
15	3.05	Brick work with fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, in super structure above plinth level up to floor two level in :\na) Having 50 kg / cm2 average compressive strength, Cement mortar 1:6 (1 cement : 6 sand)\n		88.27	Cum
16	3.06	Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :\na) M-20 Grade Concrete\n		36.03	Cum
17	3.07	Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in beams, suspended floors, roofs having slope of any degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level and upto floor two level excluding the cost of centering, shuttering, finishing and reinforcement in concrete grade.\na) M-20 Grade Concrete\n		3	Cum
18	3.08	Reinforced cement concrete work (with 20 mm nominal size graded stone aggregate) in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, posts and struts etc. above plinth level and upto floor two level excluding cost of centering, shuttering, finishing and reinforcement:\na) M-20 Grade Concrete		8.33	Cum
19	3.09	Centering and shuttering including strutting, propping etc. and removal of form for:
20	3.1	a) Columns, Pillars, Piers, Abutments,\nPosts and Struts.		200.1	Sqm
21	3.11	b) Lintels, beams, girders, bressumers and cantilevers		20	Sqm
22	3.12	c) Foundations, footings, bases of columns, etc. for concrete upto plinth level		118.08	Sqm
23	3.13	Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detailing IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete .(Note:-1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge.2. No extra payment shall be done for overlaps and/or couplers.3. Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”)\na) Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786		5938.75	Kg
24	3.14	12 mm cement plaster of mix :\na) 1:4 (1 cement : 4 sand)\n		351.65	Sqm
25	3.15	Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 sand) :\na) Flush / Ruled/ Struck or weathered pointing.\n		767.55	Sqm
26	3.16	Finishing walls by any mechanical or manual means with water proofing cement paint of required shade: New work (Two or more coats applied @ 3.84 kg/10 sqm).\na) New work (Two or more coats applied @ 3.84 kg/10 sqm)\n		1036	Sqm
27	3.17	Structural steel work using M.S. flats, angles, channels I-section, H-section etc. riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.		700	Kg
28	3.18	Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used.\nWith G.I. barbed wire\n		1800	Mtr
29	3.19	Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.		1425	Kg.
30	3.2	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work.		50	Sqm.
31	3.21	Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.		90	Cum
32	4	SUB-HEAD 3
33	4.01	ROAD AND PAVEMENT
34	4.02	Excavation in Soil by Manual Means\nExcavation for roadway in soil including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres as per clauses of section-300.\n		93.6	Cum
35	4.03	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level :\na) With 20mm nominal size graded stone aggregate, M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate\n		56	Cum
36	4.04	Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :\na) M-20 Grade Concrete\n		72	Cum
37	4.05	Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness and size/shape, made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of stone dust, compacting and proper embedding/laying of inter locking paver blocks into the bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand including locking edges with M 15 cement concrete in footpath, light traffic parking etc. complete as per direction of Engineer-in-Charge.\na) 80mm thick C.C. paver block of M-35 grade with approved colour, design and pattern.\n		1460	Sqm.
38	4.06	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil		14.67	Cum
39	4.07	Cast in Situ Cement Concrete M20 kerb Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 Using Concrete Batching and Mixing Plant		16.87	Cum
40	5	SUB-HEAD 4
41	5.01	EXTERNAL WATER SUPPLY AND SEWERAGE
42	5.02	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings. This included jointing of pipes and fittings with one step CPVC solvent cement, trenching, refilling and testing of joints complete as per direction of Engineer-in-Charge.\na) 50 mm nominal outer dia .Pipes.		335	Mtr
43	5.03	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot and cold water supply including all CPVC plain and brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Internal work - Exposed on wall\na) 32 mm nominal outer dia pipes (upto water tank)		115	Mtr.
44	5.04	Providing and fixing gun metal non- return valve of approved quality (screwed end) :
45	5.05	a) 50 mm nominal bore (Horizontal)		5	Each
46	5.06	b) 32 mm nominal bore Vertical		7	Each
47	5.07	Excavating trenches of required width for pipes, cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : (No extra lift is payable if work is done by mechanical means) in all kinds of soil \na) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.		80	Mtr.
48	5.08	Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth up to 1.5 metre).		20	Mtr.
49	5.09	Providing and fixing square-mouth S.W. gully trap class SP1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 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 :\na) With Sewer bricks conforming to IS : 4885		12	Each
50	5.1	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 sand ) R.C.C. top slab with Cement Concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design
51	5.11	a) Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With Sewer bricks conforming to IS : 4885		15	Each
52	5.12	b) Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : With Sewer bricks conforming to IS : 4885		6	Each
53	5.13	Providing and laying below ground unplasticised PVC pipe to with stand working pressure of 4 kg/cm2 soild waste pipes confirming to IS:13592 and IS:4985 including jointing with seal ring confirming to IS :5282 leaving 10mm gap for thermal expansion all necessary fittings etc. complete. Excavation to be paid separately.
54	5.14	a) 110 mm diameter OD (min. wall thickness 3.2mm)		15	Mtr.
55	5.15	b) 160 mm diameter OD (min. wall thickness 4.0mm)		18	Mtr.
56	5.16	c) 200 mm diameter OD (min. wall thickness 4.9mm)		100	Mtr.
57	5.17	Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :\na) For pipes 100 to 230 mm diameter		1	Each
58	5.18	Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 20 mm nominal size) all-round PVC. pipes including bed concrete as per standard design:\na) 110 mm diameter PVC. Pipe		15	Mtr.
59	5.19	b) 160 mm diameter PVC. Pipe		18	Mtr.
60	5.2	c) 200 mm diameter PVC. Pipe		80	Mtr.
61	5.21	Providing and laying cement concrete 1:3:6 (1 cement : 3 sand : 6 graded stone aggregate 20 mm nominal size) up to haunches of PVC. pipes including bed concrete as per standard design : \na) 200 mm diameter PVC. Pipe		20	Mtr.
62	6	SUB-HEAD 5
63	6.01	DRAINAGE AND DISPOSAL
64	6.02	Excavating trenches of required width for pipes, cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : (No extra lift is payable if work is done by mechanical means) in all kinds of soil\na) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.		42.92	Mtr.
65	6.03	Providing and laying below ground unplasticised PVC pipe to with stand working pressure of 4 kg/cm2 soild waste pipes confirming to IS:13592 and IS:4985 including jointing with seal ring confirming to IS :5282 leaving 10mm gap for thermal expansion all necessary fittings etc. complete. Excavation to be paid separately.\na) 160 mm diameter OD (min. wall thickness 4.0mm)		110	Mtr.
66	6.04	Constructing brick masonry road gully chamber 50x45x60cm with bricks in cement mortar 1:4 (1 cement : 4 sand) including 500x450 mm precast R.C.C. horizontal grating with frame complete as per standard design :\na) With well burnt bricks		15	Each
67	6.05	Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 20 mm nominal size) all-round PVC. pipes including bed concrete as per standard design:\na) 160 mm diameter PVC. Pipe		110	Mtr.
68	7	SUB-HEAD 6
69	7.01	UNDER GROUND TANK (5.00 M X 3.00 M X 2.0 M)
70	7.02	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil		26.24	Cum
71	7.03	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level :\na) M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate		1.62	Cum
72	7.04	Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :\na) M-20 Grade Concrete		9.85	Cum
73	7.05	Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete .(Note:-1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge.2. No extra payment shall be done for overlaps and/or couplers.3. Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”)\na) Thermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786		1230.84	Kg
74	7.06	Centering and shuttering including strutting, propping etc. and removal of form for:
75	7.07	a) Walls (any thickness) including attached pilasters butteresses, plinth beams and string courses etc. Upto plinth level.		66.4	Sqm
76	7.08	b) Suspended floors, roofs, landings, balconies and access platform		16.22	Sqm
77	7.09	12 mm cement plaster finished with a floating coat of neat cement of mix :\na) 1:3 (1 cement : 3 sand)		47	Sqm
78	7.1	Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x5mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.\na) Using flats 30x6mm for diagonal braces and central cross piece.		0.49	Sqm
79	7.11	Supply & Installation of Mono Block Pump with starter of approved brand complete (2 HP)		2	Each
80	8	SUB-HEAD 7
81	8.01	PLINTH PROTECTION
82	8.02	Making plinth protection 50mm thick of cement concrete grade M10 over 75mm bed of dry metal ballast 40mm nominal size well rammed and consolidated and filled with sand including finishing the top smooth (with 20mm nominal size graded stone aggregate.)		75	Sqm
83	9	SUB-HEAD 8
84	9.01	HORTICULTURE
85	9.02	Supplying and stacking at site dump manure from approved source, including carriage (manure measured in stacks will be reduced by 8% for payment) :		60.95	Cum
86	9.03	Supplying and stacking sludge at site including royalty and carriage (sludge measured in stacks will be reduced by 8% for payment).		60.95	Cum
87	9.04	Spreading of sludge, dump manure and / or good earth in required thickness as per direction of Engineer-in-charge (Cost of sludge, dump manure and / or good earth to be paid separately).		121.9	Cum
88	9.05	Supplying and stacking of good earth specific useful for plantation at site including royalty if any and carriage (earth measured in stacks will be reduced by 20% for payment).		52.4	Cum
89	9.06	Grassing with Selection No.1 grass including watering and maintenance of the lawn for 30 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 good earth shall be paid for separately): In rows 7.5 cm apart in both directions		695	Sqm.
90	9.07	Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge. -Plants		10	Each
91	9.08	Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.		10	Each
92	9.09	Providing and stacking of Azadirachta indica (Neem) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge.		10	Each
93	9.1	Providing and stacking of Bauhinia purpurea (Kachnar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge.		10	Each
94	10	SUB-HEAD 9
95	10.01	EXTERNAL ELECTRIFICATION WORK
96	10.02	Supply of XLPE insulated power cable (conforming IS-7098 Part-I) 1100 Volt grade, 1 core/2 core/3½ core/4 core ISI marked with alu. stranded /solid conductor - 3½ core armoured
97	10.03	a) 35 sq. mm		100	Mtr.
98	10.04	b) 6 sq. mm. (2 core armoured)		450	Mtr.
99	10.05	Supply and laying rigid PVC single socket and, non-metallic pipe ISI marked (IS-4985-2000) 10 Kg/sq.cm class 5 for protection of underground cable/or for water pump delivery side, for water supply complete with necessary clamp coupler, band, tee, elbow etc. in an approved manner excluding cost of excavation etc. 50.00mm O.D		100	Mtr.
100	10.06	Laying of one number armoured / unarmoured power cable 1.1.KV grade of size exceeding 25sq. mm but not exceeding 120 sq. mm direct in ground including excavation in all soil/ murrum /soft rock, sand cushioning, protective covering and refilling the pit etc. as required.		100	Mtr.
101	10.07	Laying of one number armoured / unarmoured power cable 1.1KV grade of size not exceeding 25 sq. mm direct in ground including excavation in all soil/ murrum /soft rock, sand cushioning, protective covering and refilling the pit etc. as required.		450	Mtr.
102	10.08	Supplying and making one end termination with heavy duty single compression brass gland SIBG type, aluminium lugs duly crimped with crimping tool, PVC tape etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1.1 KV grade as required of size.
103	10.09	a) 3.5 x 35.0 sq.mm		6	Set
104	10.1	b) 2 x 6.0 sq.mm		30	Set
105	10.11	Feeder Pillar\nSupply and fixing of floor mounting, totally enclosed, compartmentalized, cubical, dust, vermin proof and outdoor type. Feeder pillar fabricated out of 2 mm thick cold rolled carbon annealed, sheet steel, internally strengthened with angle iron frame work with following incoming and outgoing feeders (fabricated out of 2 mm CRCA Sheet steel) including making connection / inter-connections with lugs / glands crimping tools, testing and commissioning of following items inside the panel: \nIncommer\n1 No. 200 Amp. 4 polse MCCB (25 Ka) with ON/OFF indications metre\nIndication \nThree (3) Nos. phase indicating (R.Y and B) lamps with protection 2A SP MCB's for protection having lens and lamp.\nOutgoing\nOne (1) NO. 160 Amp. 4 pole MCCb (16 KA) with ON/OFF indications in the infront 15 nos. 32 A D.P. MCB (10 KA)\nControl\n4 Pole Contractor with a thermal rating of 32 - 1 no. \nTime Switch with Daily dial, suitable for operation on 230 Volt, Single phase, 50 Hz, AC supply - 1 No. \nAuto - Manual Selector switch - 1 No.\nOn / Off Push Buttons - 4 Nos.		1	Set
106	10.12	Providing and fixing earthling arrangement with 16mm dia 2.5 metre long galvanized iron or steel rod electrode including packing of charcoal powder and salt as per specification watering pipe 19mm dia G.I.\nconnection, cover plate having locking arrangement on the top etc. complete with refilling the pit as required, including excavation of earth pit in soil/ soft rock.		1	Set
107	10.13	Supply, installation and commissioning of SPV Solar Street Light (white LED Based) System as per specifications including supplying of 75 mm dia (nominal) (Medium class), MS Pipe 5.5 metre length (including accessories) complete with base plate and nipple including two coats of black bituminous paint upto 1 mtr. From bottom and two coats of aluminum paint above ground level etc. complete as required. Detail of pole: Planting depth - 1 Mtr and Height above ground level - 4.5 Mtr. over concrete pedestal, 15 Watt LED light Phillips/ Bajaj/ Crompton or Suitable Equivalent.		10	Each
108	10.14	Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil		5.63	Cum
109	10.15	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : With 20mm nominal size graded stone aggregate\na) M-15 – Grade concrete		1.62	Cum
110	10.16	Centering and shuttering in cluding strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for concrete upto plinth level	M-15 – Grade concrete	10.8	Sqm.
111	10.17	Supplying of metal clad ISI marked busbar chamber made of heavy gauge iron sheet complete with copper strip and busbar supports as per specification conforming to IS -4064\na) 100 Amp 415 VOLTS, 4 way		10	Each
112	10.18	Supply, installation and commissioning of Solar Panel for 500 Watt capacity		1	Job
113	11	SUB-HEAD 10
114	11.01	RAIN WATER HARVESTING & BORE WELL
115	11.02	Boring/drilling bore well of required dia perfectly vertical to receive 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 and running charges of all equipments, tools, plants and machineries required for the job, all complete as per direction of Engineer–in-Charge, upto 90 metre depth below ground level. All types of soil upto 90 metre depth.\na) 200 mm dia.		50	Mtr.
116	11.03	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 and accessories etc. all complete, for all depths, as per direction of Engineer-in-Charge.\na) 150 mm nominal dia (minimum wall thickness 7.5mm).		49	Metre
117	11.04	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil\na) Pit size 2.7 x 2.0 x 1.8 m		13.8	Cum
118	11.05	Brick work with well burnt chimney bricks in bulls pattern trench kiln manufactured by ghol process, crushing strength not less than 40kg /cm2 and water absorption not more than 15% in foundation and plinth i/c curing etc. complete. Cement mortar 1:6 (1 cement : 6 sand)\na) Size 2.7 x 2.0 x 1.8 m		3.48	Cum
119	11.06	15 mm cement plaster on the rough side of single or half brick wall of mix\na) 1:6 (1 cement : 6 sand)		15.12	Sqm.
120	11.07	Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading and sizes as per actual requirement, all complete as per direction of Engineer-in-charge.		2.6	Cum
121	11.08	Supplying, filling, spreading and leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads and lifts, all complete as per direction of Engineer-in-charge.		4.14	Cum
122	11.09	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : With 40mm nominal size graded stone aggregate\na) M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate		0.64	Cum
123	11.1	Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :\na) M-20 Grade Concrete		0.65	Cum
124	11.11	Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level		78	Kg.
125	11.12	Centering and shuttering including strutting, propping etc. and removal of form for:\na) Suspended floors, roofs, landings, balconies and access platform.		5.4	Sqm
126	12	SUB-HEAD 11
127	12.01	SEPTIC TANK
128	12.02	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including dressing of sides and ramming of bottom disposal of excavated earth, lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed. (No extra lift is payable if work is done by mechanical means) All kinds of soil. All kinds of soil		18	Cum
129	12.03	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level : With 40mm nominal size graded stone aggregate\na) M-7.5 Nominal Mix -1 Cement : 4 sand : 8 graded stone aggregate\n		1.2	Cum
130	12.04	Brick work with well burnt chimney bricks in bulls pattern trench kiln manufactured by ghol process, crushing strength not less than 40kg /cm2 and water absorption not more than 15% in foundation and plinth i/c curing etc. complete.\na) Cement mortar 1:6 (1 cement : 6 sand)\n		4.14	Cum
131	12.05	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. With 20mm nominal size graded stone aggregate\na) M-20 – Grade concrete\n		0.88	Cum
132	12.06	Providing and laying in position specified grade of reinforced cement concrete (with 20mm nominal size graded stone aggregate) excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :\na) M-20 Grade Concrete\n		1.75	Cum
133	12.07	\"Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding including cost of binding wire all wastages and overlaps, couplers (overlaps shall be provided as per requirement of IS 13920 for ductile detaling IS 456 RCC Design & SP 34 Reinforcement detailing ) etc. complete .\n(Note:-\n1. Spacer bars (chairs) shall be paid separately as shown in the drawing and as per direction of engineer in charge.\n2. No extra payment shall be done for overlaps and/or couplers.\n3. Couplers shall be conforming to IS code on “Reinforcement Couplers for Mechanical Splices of Bars for Concrete Reinforcement - Specification”)\"\nThermo-Mechanically Treated bars. (TMT/TMX) FE 500 or more conforming to IS 1786		219.78	Kg.
134	12.08	Centering and shuttering including strutting, propping etc. and removal of form for:\na) Suspended floors, roofs, landings, balconies and access platform.		8.75	Sqm.
135	12.09	Providing half brick masonry with well burnt chimney bricks in bull patent trench kiln manufactured by ghol process crushing strength not less than 40 kg /cm2 and water absorption not more than 15% in superstructure above plinth level and up to floor two level.\na) Cement mortar 1:4 (1 cement : 4 sand)		2.5	Sqm.
136	12.1	12 mm cement plaster of mix. 1:4 (1 cement : 4 sand)		23	Sqm.
137	12.11	Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x5mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.\na) Using flats 30x6mm for diagonal braces and central cross piece.\n		0.49	Sqm.

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Tender For Construction Of Demonstration Housing Project On Design And Build Basis At Bhopal , Mp Etender For Construction Of Demonstration Housing Project For Use As Sports Hostel On Design And Build Basis Using Emerging Technology Including On Site Inf, Bhopal, Madhya Pradesh-Madhya Pradesh

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Tender For Construction Of Demonstration Housing Project On Design And Build Basis At Bhopal , Mp Etender For Construction Of Demonstration Housing Project For Use As Sports Hostel On Design And Build Basis Using Emerging Technology Including On Site Inf, Bhopal, Madhya Pradesh-Madhya Pradesh

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