Etender For Construction Of Demonstration Housing Project On Design And Build Basis At Ahmedabad Construction Of Demonstration Housing Project On Design And Build Basis Using Emerging Technology Including On Site Infrastructure Work At Ahmedabad , Gujara, Hathijan, Ahmedabad, Gujarat-Gujarat

TDR : 23495047

Tender Notice
Corrigendum Details
BOQ

Expired

Hathijan, Ahmedabad, Gujarat , Gujarat

Tender Brief : Corrigendum : Etender For Construction Of Demonstration Housing Project On Design And Build Basis At Ahmedabad Construction Of Demonstration Housing Project On Design And Build Basis Using Emerging Technology Including On Site Infrastructure Work At Ahmedabad , Gujara

Document Fees
₹ 5000 /-

EMD
₹ 1091000.0 /-

Tender Value
₹ 5.45 Crore /-

Submission Date
06-03-2020

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	24-02-2020	Extension of Dates	Date	06-03-2020

Name of Work: CONSTRUCTION OF DEMONSTRATION HOUSING PROJECT (G+3) ON DESIGN & BUILD BASIS
	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 Dwelling Units including all associate facilities & services 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	Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.		771.43	Cum
7	2.04	Extra for lead beyond 5 km (Rate Only)		0.01	Cum
8	3	SUB-HEAD 2
9	3.01	BOUNDARY WALL WITH ENTRANCE GATE
10	3.02	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		310.5	Cum
11	3.03	Providing and laying cement concrete 1:4:8 (1-Cement : 4- coarse sand : 8- hand broken stone aggregates 40 mm nominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth		20.7	Cum
12	3.04	Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(B) Conventional		85.7	Cum
13	3.05	Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(A) Modular		99.98	Cum
14	3.06	Extra for brick work in superstructure above plinth level upto floor two level (A) Modular		33.33	Cum
15	3.07	Providing and laying controlled cement concrete M.200 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (c) Slabs, landing, shelves, Balconies Lintels, Beams, Girders and Cantilever upto floor two level.		16.66	Cum
16	3.08	Providing and laying controlled cement concrete M.200 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (D) Columns, Pillars posts and struts upto floor two level.
17	3.09	Columns		12.96	Cum
18	3.1	Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. Columns etc. and Mass concrete.
19	3.11	Columns		225.4	Sqm
20	3.12	Coping		20.7	Sqm
21	3.13	Plinth Beam		124.2	Sqm
22	3.14	Providing TMT Bar FE 415 reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level
23	3.15	Plinth beam & Column		3706.25	Kg.
24	3.16	Providing 10mm thick cement plaster in single coat on brick/concrete walls for interior plastering upto floor two level and finished even and smooth in (ii) Cement mortar 1:4 (1-cement :4-sand)		124.2	Sqm
25	3.17	Pointing on brickwork with cement mortar 1:3 (1-cement : 3-coarse sand) (B) Ruled pointing
26	3.18	Wall		869.4	Sqm
27	3.19	Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) to give an required shape even shade after thoroughly brushing the surface to remove all dirt, and remains of loose powdered materials.etc complete
28	3.2	New work (Two or more coats applied @ 3.84 kg/10 sqm)		1088.82	Sqm
29	3.21	Steel work welded in built up sections/framed work including cutting hoisting, rixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required.
30	3.22	Entrance Gate		350	Kg.
31	3.23	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.
32	3.24	With G.I. barbed wire		850	Metre
33	3.25	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.		250	Kg
34	3.26	Painting two coats (excluding priming coat) on new steel and other metal surface with enamel paint, brushing, interior to give an even shade including cleaning the surface an even shade including cleaning the surface of all dirt, dust and other foreign matter.		50	Sqm
35	3.27	Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each deposited layer by ramming and watering.		208.04	Cum
36	4	SUB-HEAD 3
37	4.01	ROAD AND PAVEMENT
38	4.02	Earthwork for embankment including breaking clods, dressing with all lead and lift and including watering, rolling and consolidation of sub grade in layers at O.M.C. to required dry density including filling the depression which occur during the process using power roller 8T to 10T.(B) From Borrow area within 0.5 km lead (up to 10 ton)		98.28	Cum
39	4.03	Providing and laying cement concrete 1:4:8 (1-Cement : 4- coarse sand : 8- hand broken stone aggregates 40 mm nominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth		42.33	Cum
40	4.04	Providing and laying in position Ready Mixed M- 250 grade concrete for reinforced cement conctere work , using cement content as per approved Design Mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for a lead up to 10 kms having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. Without Fly Ash (Min cement level as per latest IS 456 shall be maintained) (Cement level 450 kg )		13.5	Cum
41	4.05	Interlocking Paver
42	4.06	Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.		70.8	Sqm
43	4.07	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 (Toe wall)		6.95	Cum
44	4.08	Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(B) Conventional
45	4.09	Toe Wall		7.87	Cum
46	5	SUB-HEAD 4
47	5.01	EXTERNAL WATER SUPPLY AND SEWERAGE
48	5.02	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.
49	5.03	50 mm nominal outer dia Pipes		250	Metre
50	5.04	32 mm nominal outer dia pipes		175	Metre
51	5.05	20 mm nominal outer dia Pipes		80	Metre
52	5.06	Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main :
53	5.07	25 mm nominal bore		1	Each
54	5.08	15 mm nominal bore		40	Each
55	5.09	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
56	5.1	50 mm nominal bore.		6	Each
57	5.11	SEWERAGE
58	5.12	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		65.82	Cum
59	5.13	Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil		21.87	Cum
60	5.14	Providing and fixing S.W. gully trap with C.I. grating brick masonry chamber and water tight C.I. cover with frame of 300mm x 300mm size (inside) with standard weight.(i) Square mouth traps. (A) 100mm x 100mm size P type.		28	Each
61	5.15	Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse sand : 4-graded stone aggregate 20mm nominal size) foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6- Brick bats 40 + 50mm size) inside plastering 15mm thick with Cement Mortar 1:5 (1-Cement : 5-coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 mix (1-Cement :2-Coarse sand :4-stone aggregate 20mm nominal size) finished smooth complete including curing and festing (i) Inside size 900mm x 1200mm and 1.5M. deep including C.I. cover with frame size 560mm diameter total weight of cover and frame to be not less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A) With 230mm thick walls of brick masonry using brick having crushing strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-Coarse sand) (1) A type depth 0.90 Metre for 150mm diameter sewer.		22	Each
62	5.16	Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse sand : 4-graded stone aggregate 20mm nominal size) foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6- Brick bats 40 + 50mm size) inside plastering 15mm thick with Cement Mortar 1:5 (1-Cement : 5-coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 mix (1-Cement :2-Coarse sand :4- stone aggregate 20mm nominal size) finished smooth complete including curing and festing (i) Inside size 900mm x 1200mm and 1.5M. deep including C.I. cover with frame size 560mm diameter total weight of cover and frame to be not less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A) With 230mm thick walls of brick masonry using brick having crushing strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-Coarse sand) (2) B type depth 1.50 Metre for 150mm diameter sewer.		16	Each
63	5.17	Constructing Manhole with R.C.C. top slab in 1:2:4 mix (1-cement :2-coarse sand : 4-graded stone aggregate 20mm nominal size) foundation concrete 1:3:6 mix (1-cement : 3- coarse sand :6-Brick bats 40 + 50mm size) inside plastering 15mm thick with Cement Mortar 1:5 (1-Cement : 5-coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 mix (1-Cement :2-Coarse sand :4-stone aggregate 20mm nominal size) finished smooth complete including curing and festing (i) Inside size 900mm x 1200mm and 1.5M. deep including C.I. cover with frame size 560mm diameter total weight of cover and frame to be not less than 128 kgs. (Wt. of cover 64 Kg. and Wt. of frame 64 Kg.)(A) With 230mm thick walls of brick msonry using brick having crushing strength not less than 35Kg. / Sq.cm. in Cement Mortar 1:5 (1- Cement: 5-Coarse sand) (3) C type depth 2.25 Metre for 150mm diameter sewer.		6	Each
64	5.18	Providing and laying uPVC soil/vent/waste SWR pipe of required diameter conforming to IS - 13592:2013 Type B including necessary fittings with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion including necessary excavation, laying, filling, testing etc. all complete.
65	5.19	110 mm dia		30	Metre
66	5.2	150 mm dia		160	Metre
67	5.21	200 mm dia		90	Metre
68	5.22	Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :
69	5.23	110 mm diameter		30	Metre
70	5.24	150 mm diameter		160	Metre
71	5.25	200 mm dia		90	Metre
72	5.26	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 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :
73	5.27	For pipes 100 to 250 mm diameter		1	Each
74	6	SUB-HEAD 5
75	6.01	DRAINAGE AND DISPOSAL
76	6.02	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		2.67	Cum
77	6.03	Providing and laying cement concrete 1:4:8 (1-Cement : 4- coarse sand : 8- hand broken stone aggregates 40 mm nominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth		2.44	Cum
78	6.04	Providing and fixing uPVC soil/vent/waste SWR pipe of required diameter conforming to IS - 13592:1992 and IS 4985:2000 to withstand 6 kg/cm² pressure including necessary fixtures and fittings, such as bends, tees, single junctions, double junction and joining with rubber rings and lubricants on wall by means of clips or in ground including necessary excavation, laying, filling, testing etc. all complete.
79	6.05	150 mm dia		130	Metre
80	6.06	Constructing Brick masonry road gully chamber 500mm x 450mm x 600mm including 500mm x 450mm C.I. horizontal grating wih frame complete (Precast RCC frame with cover)		15	nos.
81	7	SUB-HEAD 6
82	7.01	UNDER GROUND WATER TANK (5.00 M X 3.00 M X 2.0 M)
83	7.02	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		26.24	each
84	7.03	Excavation for foundation for depth from 1.5 m to 3.0 m including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(B) Dense or Hard soil		12.24	Cum
85	7.04	Providing and laying cement concrete 1:4:8 (1-Cement : 4- coarse sand : 8- hand broken stone aggregates 40 mm nominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth		1.62	Cum
86	7.05	Providing and laying controlled cement concrete M.200 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (B) Walls, from top of foundation level upto floor two level		9.85	Cum
87	7.06	Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level
88	7.07	Base Slab + Wall + Top Slab		1230.84	Kg
89	7.08	Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (B) Flat surfaces such as soffits of supspened floors slabs Landings and the like. (1) Floors etc. upto 200 mm in thickness.		82.62	Sqm
90	7.09	Providing 10mm thick cement plaster in single coat on brick/concrete walls for interior plastering upto floor two level and finished even and smooth in (ii) Cement mortar 1:4 (1-cement :4-sand)		47	Sqm
91	7.1	Extra over items 58 to 64 for finishing with a floating coat of neat cement slurry.		47	Sqm
92	7.11	Providing and fixing MS door (inspection door) with angle frame 35 x 35 x 5 mm of required size including cutting, hoisting and fixing including a coat of primer etc. complete		30	Kg
93	7.12	Supply & Installation of Mono Block Pump with starter of approved brand complete (2 HP)		2	Each
94	8	SUB-HEAD 7
95	8.01	Plinth Protection
96	8.02	Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth.
97	8.03	Total Building Periphery		56.25	Sqm
98	8.04	Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand).		125	Metre
99	9	SUB-HEAD 8
100	9.01	HORTILCULTURE
101	9.02	Supplying and stacking at site dump manure from approved source including all lead and lifts (manure measured in stacks will be reduced by 8% for payment) - screened through sieve of IS designation 20 mm.		21.9	Cum
102	9.03	Supplying & stacking sludge at site including royalty & carriage will all leads & lifts (sludge manure measured in stacks will be reduced by 8 % for payment)		21.9	Cum
103	9.04	Spreading of sludge / damp manure of / and good earth in required thickness (cost of sludge/ damp manure or / land good earth to paid separately)		43.8	Cum
104	9.05	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).		50.2	Cum
105	9.06	Supplying & Stacking of Selection No.1 doob grass at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc. and as per direction of officer in charge.		251	Cum
106	9.07	Supply and Planting of Croton Golden plant, having ht. 45 cm to 60 cm with 2 to 3 branches, well developed, fresh and healthy foliage in 25 cm size of Earthen pot / Plastic pot as per direction of the officer-in-charge.
107	9.08	Plants		100	Each
108	10	SUB-HEAD 9
109	10.01	EXTERNAL ELECTRIFICATION
110	10.02	P/Laying XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminum conductor Armored of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, IInd class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.
111	10.03	35.0 Sq.mm		50	Metre
112	10.04	6.0 Sq.mm		650	Metre
113	10.05	Supplying and making one end termination with heavy duty single compression brass gland SIBG type, aluminum lugs duly crimped with crimping tool, PVC tape etc for following size of Armored PVC insulated & PVC sheathed/ XLPE aluminum conductor cable of 1.1 KV grade as required of size.
114	10.06	3.5 x 35.0 sq.mm		6	Set
115	10.07	2 x 6.0 sq.mm		30	Set
116	10.08	Feeder Pillar
117	10.09	Supply 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:
118	10.1	Incommer
119	10.11	1 No. 200 Amp. 4 poles MCCB (25 Ka) with ON/OFF indications metre
120	10.12	Indication
121	10.13	Three (3) Nos. phase indicating (R.Y and B) lamps with protection 2A SP MCB's for protection having lens and lamp.
122	10.14	Outgoing
123	10.15	One (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)
124	10.16	Control
125	10.17	4 Pole Contractor with a thermal rating of 32 - 1 no.
126	10.18	Time Switch with Daily dial, suitable for operation on 230 Volt, Single phase, 50 Hz, AC supply - 1 No.
127	10.19	Auto - Manual Selector switch - 1 No.
128	10.2	On / Off Push Buttons - 4 Nos.		2	Set
129	10.21	Plate Earthing as per IS:3043 with copper Earth plate of size 600mm x 600mm x 3.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. G.I. 'B' class watering Pipe including all accessories like nut, bolts, reducer, nipple ,wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required.		2	Set
130	10.22	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.		19	Nos
131	10.23	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		10.69	Nos
132	10.24	Providing and laying controlled cement concrete M.200 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (c) Slabs, landing, shelves, Balconies Lintels, Beams, Girders and Cantilever upto floor two level.		3.08	Nos
133	10.25	Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. Columns etc. and Mass concrete.		20.52	Sqm
134	10.26	Supplying, installing on wall, testing and commissioning of following capacity made of 1.6 mm thick sheet steel enclosure duly painted with powder coating, wall straps bus bar 100 amp. of size 400 x 300 mm		12	Nos
135	10.27	Supply, installation and commissioning of Solar Panel for 500 Watt capacity		1	Job
136	11	SUB-HEAD 9
137	11.01	RAIN WATER HARVESTING
138	11.02	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.
139	11.03	In all type of soil
140	11.04	300mm dia		100	Metre
141	11.05	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.
142	11.06	150 mm nominal size dia		98	Metre
143	11.07	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil
144	11.08	Pit size 2.7 x 2.0 x 1.8 m		27.6	Cum
145	11.09	Brick work using common burnt clay building bricks having crushing strength not less than 35 kg./Sq.Cm. in foundation and plinth in Cement Mortar 1:5. (1- Cement : 5 -fine sand)(B) Conventional
146	11.1	Size 2.7 x 2.0 x 1.8 m		6.96	Cum
147	11.11	Providing 15mm thick cement plaster in single coat on Rough (Similar)side of single or half brick walls for interior plastering upto floor two level and finished even and smooth in (iii) Cement mortar 1:6 (1-cement:6-sand)		30.24	Sqm
148	11.12	Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
149	11.13	Boring		5.2	Cum
150	11.14	Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.		8.28	Cum
151	11.15	Providing and laying cement concrete 1:4:8 (1-Cement : 4- coarse sand : 8- hand broken stone aggregates 40 mm nominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth		1.28	Cum
152	11.16	Providing and laying controlled cement concrete M.200 and curing complete excluding the cost of formwork and reinforcement for reinforced concrete work in (A) Foundations, footings, Base of columns and Mass concrete		1.3	Cum
153	11.17	Providing TMT Bar FE 500/500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level		155.52	Kg
154	11.18	Providing formwork of ordinary timber planking so as to give a rough finish including centering shuttering strutting and propping etc. Height of propping and centering below supporting floor to ceiling not exceeding 4 M. and removal of the same for in situ reinforced concrete and plain concrete work in. (B) Flat surfaces such as soffits of supspened floors slabs Landings and the like. (1) Floors etc. upto 200 mm in thickness.		10.8	Sqm

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Etender For Construction Of Demonstration Housing Project On Design And Build Basis At Ahmedabad Construction Of Demonstration Housing Project On Design And Build Basis Using Emerging Technology Including On Site Infrastructure Work At Ahmedabad , Gujara, Hathijan, Ahmedabad, Gujarat-Gujarat

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