Etender For Construction Of Demonstration Housing Project On Design And Build Basis At Chimbel , Goa Etender For Construction Of Demonstration Housing Project On Design And Build Basis Using Emerging Technology Including On Site Infrastructure Work At Ch, Chimbel, Goa-Goa

TDR : 23489701

Tender Notice
Corrigendum Details
BOQ

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Chimbel, Goa , Goa

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

Document Fees
₹ 5000 /-

EMD
₹ 1109000.0 /-

Tender Value
₹ 5.54 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+1) for use as Old Age Home
	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 associate facilities & services, 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	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.		810	Cum
7	2.04	Extra for lead beyond 5 km (Rate Only)		0.1	cum
8	2.05	Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.		1150	Sqm
9	2.06	Extra for Dewatering work (Rate only)		0.1	Hour
10	3	SUB-HEAD 2
11	3.01	BOUNDARY WALL WITH ENTRANCE GATE
12	3.02	Earthwork in excavation 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 up to 1.5 m, including getting out the excavated soil as directed, within a lead of 50 m. as per direction of BMTPC for following depths, below natural ground / Road top level. All kinds of soil
13	3.03	Depth upto 1.5 m		81	Cum
14	3.04	P/L in position cement concrete of specified grade excluding the cost of centering and shuttering – All work up to plinth level:
15	3.05	1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).		12.6	Cum
16	3.06	Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure foundation and plinth.
17	3.07	Cement mortar 1:6 (1 cement : 6 Coarse sand)		25.93	Cum
18	3.08	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
19	3.09	1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).		51.09	Cum
20	3.1	Brick work with non-modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in :
21	3.11	Cement mortar 1:5 (1 cement : 5 Coarse sand)		80.27	Cum
22	3.12	Centering and shuttering including strutting, propping etc. and removal of form for :
23	3.13	Foundation, base of walls, plinth beam, columns etc..		334.89	Sqm
24	3.14	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
25	3.15	Thermo-Mechanically Treated bars of grade Fe-500D or more		4410	Kg.
26	3.16	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.
27	3.17	With G.I. barbed wire		750	Metre
28	3.18	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.		465	Kg.
29	3.19	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade on MS angels and MS Gate :
30	3.2	Two or more coats on new work over an under coat of ordinary paint		50	Sqm
31	3.21	12 mm cement plaster of mix :
32	3.22	1:6 (1 cement: 6 fine sand)		790	Sqm
33	3.23	Finishing walls with water proofing cement paint of required shade :
34	3.24	New work (Two or more coats applied @ 3.84 kg/10 sqm)		790	Sqm
35	3.25	Steel work welded in built up sections/framed work including cutting hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel, etc. as required.
36	3.26	Entrance Gate		400	Kg
37	4	SUB-HEAD 3
38	4.01	ROAD AND PAVEMENT
39	4.02	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 BMTPC
40	4.03	Depth upto 1.5 m		95	Cum
41	4.04	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement Mortar (Toe wall):
42	4.05	1:6 (1 Cement: 6 Coarse sand)		18.63	Cum
43	4.06	Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.		270	Sqm
44	4.07	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work upto plinth level (100 mm thickness).
45	4.08	1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).		27	Cum
46	4.09	Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering (rate only) process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of authorized representative of BMTPC. (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately) (100 mm thicknes).		40.5	Cum
47	4.1	Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres.
48	4.11	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5		100	Metre
49	4.12	Interlocking Paver
50	4.13	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 BMTPC or Site Engineer.		67.5	Sqm
51	5	SUB-HEAD 4
52	5.01	EXTERNAL WATER SUPPLY AND SEWERAGE
53	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 authorized representative of BMTPC.
54	5.03	50 mm nominal outer dia Pipes		140	Metre
55	5.04	32 mm nominal outer dia pipes		60	Metre
56	5.05	Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main :
57	5.06	20 mm nominal bore		10	Each
58	5.07	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
59	5.08	50 mm nominal bore.		4	Each
60	5.09	SEWERAGE
61	5.1	Earth work in excavation 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, within a lead of 50 m.
62	5.11	All kinds of soil		65.4	Cum
63	5.12	Providing and fixing square-mouth S.W. gully trap grade 'A'’ complete with Precast RCC cover and frame of approved make 300 x 300 mm internal size:
64	5.13	100x 100 size P Type
65	5.14	With bricks class designation 75		13	Each
66	5.15	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design :
67	5.16	Inside size 90x80 cm and 45 cm deep including Precast RCC manhole cover (LD - 2.5) and frame of required shape and approved quality, with bricks with class designation 75		10	Each
68	5.17	Inside size 1.20m x 90 cm and 90cm deep\nincluding Precast RCC manhole cover (LD - 2.5) and frame of required shape and approved quality, With bricks with class designation 75\n		2	Each
69	5.18	Extra for depth for manholes :
70	5.19	Size 90x80 cm		10	Metre
71	5.2	Size 1.20mx90 cm		2	Metre
72	5.21	Providing and fixing 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.
73	5.22	110 mm dia		30	Metre
74	5.23	160 mm dia		190	Metre
75	5.24	Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round pipes including bed concrete as per standard design :
76	5.25	110 mm diameter		30	Metre
77	5.26	160 mm diameter		190	Metre
78	5.27	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 :
79	5.28	For pipes 100 to 250 mm diameter		1	Each
80	6	SUB-HEAD 5
81	6.01	DRAINAGE AND DISPOSAL
82	6.02	Earth work in excavation 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, within a lead of 50 m. All kinds of soil.
83	6.03	In all kinds of soil.
84	6.04	Depth upto 1.5 m		75.6	Cum
85	6.05	P/L in position cement concrete of specified grade excluding the cost of centering and shuttering – All work up to plinth level:
86	6.06	1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).		7.5	Cum
87	6.07	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
88	6.08	Cement mortar 1:6 (1 cement : 6 coarse sand)		14.49	Cum
89	6.09	12 mm cement plaster finished with a floating coat of neat cement of mix :
90	6.1	1:4 (1 cement: 4 fine sand)		232.4	Sqm
91	6.11	Providing and fixing 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.
92	6.12	110 mm dia		81	Metre
93	6.13	160 mm dia		10	Metre
94	6.14	Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of BMTPC.		140	Each
95	7	SUB-HEAD 6
96	7.01	UNDER GROUND WATER TANK (5.00 M X 2.25 M X 1.5 M)
97	7.02	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 authorized representative of BMTPC. Depth upto 1.5 m
98	7.03	All kinds of soil
99	7.04	Depth upto 1.5 m		30	Cum
100	7.05	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering – All work upto plinth level :
101	7.06	1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).		1.5	Cum
102	7.07	1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size21)		1.2	Cum
103	7.08	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement – All work up to plinth level :
104	7.09	1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).		8.79	Cum
105	7.1	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
106	7.11	Thermo-Mechanically Treated bars of grade Fe-500D or more
107	7.12	Base Slab + Wall + Top Slab		1098	Kg
108	7.13	Centering and shuttering including strutting, propping etc. and removal of form for :
109	7.14	Foundation, base of walls, columns etc		3.12	Sqm
110	7.15	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.		20	Sqm
111	7.16	Suspended floors, roofs, landings, balconies and access platform		9.36	Sqm
112	7.17	12 mm cement plaster of mix :
113	7.18	1:4 (1 cement: 4 fine sand)		19.5	Sqm
114	7.19	12 mm cement plaster finished with a floating coat of neat cement of mix :
115	7.2	1:4 (1 cement: 4 fine sand)		33	Sqm
116	7.21	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
117	7.22	Supply & Installation of Mono Block Pump with starter of approved brand complete (2 HP)		2	Each
118	8	SUB-HEAD 7
119	8.01	SEPTIC TANK
120	8.02	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 10sqm 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.
121	8.03	Depth upto 1.5 m		30.2	Cum
122	8.04	Extra for additional depth of 1.5 m or part thereof\nin:		20.13	Cum
123	8.05	Providing and laying in position cement concrete of specified grade exluding the cost of centring and shuttering-all work upto plinth level.
124	8.06	1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).		2	Cum
125	8.07	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
126	8.08	Cement mortar 1:5 (1 cement : 5 coarse sand)		8.87	Cum
127	8.09	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :
128	8.1	1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size21)		1.2	Cum
129	8.11	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
130	8.12	1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).		2.27	Cum
131	8.13	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
132	8.14	Thermo-Mechanically Treated bars of grade Fe-500D or more		283	Kg
133	8.15	Centering and shuttering including strutting, propping etc. and removal of form for :
134	8.16	Suspended floors, roofs, landings, balconies and access platform		11.9	Sqm
135	8.17	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :
136	8.18	cement mortar 1:4 (1 cement : 4 coarse sand) sqm		2.5	Sqm
137	8.19	12 mm cement plaster finished with a floating coat of neat cement of mix :
138	8.2	1:4 (1 cement: 4 fine sand)		36.25	Sqm
139	8.21	Providing and fixing MS 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
140	8.22	Making soak pit. 2.5 m dia 3 m deep with 45x45\ncm dry brick honey comb shaft and S.W. drain\npipe 100 mm diameter, 1.8 m long complete\nfilled with laterite stone aggregate 125 to 180\nmm surrounded by laterite stone aggregate of 40\nmm and down gauge as per standard design.(Top level of soak pit to be maintained with reference to the outlet pipe from septic tank)		1	No
141	9	SUB-HEAD 8
142	9.01	RAIN WATER HARVESTING
143	9.02	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 authorized representative of BMTPC, upto 90 metre depth below ground level.
144	9.03	In all type of soil
145	9.04	300mm dia		50	Metre
146	9.05	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 BMTPC.
147	9.06	150 mm nominal size dia		49	Metre
148	9.07	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 BMTPC. All kinds of soil
149	9.08	Pit size 2.7 x 2.0 x 1.8 m		13.8	cum
150	9.09	Brick masonary in foundation with brick of class des.75 in CM 1:6		3.48	cum
151	9.1	20 mm cement plaster of mix :
152	9.11	1:6 (1 cement: 6 fine sand)		15.12	Sqm
153	9.12	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 BMTPC.		2.5	Cum
154	9.13	Supplying, filling, spreading & levelling 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 BMTPC.		4.14	Cum
155	9.14	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work upto plinth level.
156	9.15	1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).		0.64	Cum
157	9.16	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
158	9.17	1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).		0.65	Cum
159	9.18	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
160	9.19	Thermo-Mechanically Treated bars of grade Fe-500D or more		85	Kg
161	9.2	Centering and shuttering including strutting, propping etc. and removal of form for :
162	9.21	Suspended floors, roofs, landings, balconies and access platform		5.4	Sqm
163	9.22	Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of BMTPC.		1	Each
164	10	SUB-HEAD 9
165	10.01	PLINTH PROTECTION
166	10.02	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.
167	10.03	Total Building Periphery		63.9	Sqm
168	10.04	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).		142	Metre
169	11	SUB-HEAD 10
170	11.01	HORTILCULTURE
171	11.02	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.		14	Cum
172	11.03	Supplying & stacking sludge at site including royalty & carriage will all leads & lifts (sludge manure measured in stacks will be reduced by 8 % for payment)		14	Cum
173	11.04	Spreading of sludge / damp manure of / and good earth in required thickness (cost of sludge/ damp manure or / land good earth to paid separately)		15	Cum
174	11.05	Grassing with selection No. 1 grass including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth.
175	11.06	In rows 15 cm apart in either direction		140	Sqm
176	11.07	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).		28	Cum
177	11.08	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.		140	Sqm
178	11.09	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.
179	11.1	Plants		40	Each
180	12	SUB-HEAD 11
181	12.01	EXTERNAL ELECTRIFICATION
182	12.02	P/Laying XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured 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, 2nd class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.
183	12.03	3.5 x 35.0 Sq.mm		50	Metre
184	12.04	2 x 6.0 Sq.mm		300	Metre
185	12.05	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.
186	12.06	3.5 x 35.0 sq.mm		6	Set
187	12.07	2 x 6.0 sq.mm		30	Set
188	12.08	Feeder Pillar
189	12.09	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:
190	12.1	Incommer
191	12.11	1 No. 200 Amp. 4 polse MCCB (25 Ka) with ON/OFF indications metre
192	12.12	Indication
193	12.13	Three (3) Nos. phase indicating (R.Y and B) lamps with protection 2A SP MCB's for protection having lens and lamp.
194	12.14	Outgoing
195	12.15	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)
196	12.16	Control
197	12.17	4 Pole Contractor with a thermal rating of 32 - 1 no.
198	12.18	Time Switch with Daily dial, suitable for operation on 230 Volt, Single phase, 50 Hz, AC supply - 1 No.
199	12.19	Auto - Manual Selector switch - 1 No.
200	12.2	On / Off Push Buttons - 4 Nos.		2	Set
201	12.21	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.		1	Set
202	12.22	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 aluminium 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.		14	Nos
203	12.23	Supply, installation and commissioning of Solar Panel with 500 Watt for 48 number lighting points in common areas (corridor & Staircase) at suitable locations including LED bulbs with 10 Watt		2	Set
204	12.24	Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of BMTPC for following depths below natural ground / Road top level.
205	12.25	In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.
206	12.26	Depth upto 1.5 m		1.2	Cum
207	12.27	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level :
208	12.28	1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size).		0.65	Cum
209	12.29	Centering and shuttering including strutting, propping etc. and removal of form for : Foundation etc.		2.16	Sqm
210	12.3	Supplying, installing on wall, testing and commissioning of suitable 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		6	Nos
211	13	SUB-HEAD 12
212	13.01	BORE WELL
213	13.02	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collectingnsamples 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
214	13.03	All types of soil
215	13.04	300 mm dia		60	mtr
216	13.05	Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.
217	13.06	150 mm nominal size dia		65	mtr
218	13.07	Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge.		4.25	cum
219	13.08	Development of tube well in accordance with IS : 2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc.,\nall as per requirement and direction of Engineer-in-charge.		10	hour
220	13.09	Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:
221	13.1	150 mm dia		1	no.
222	13.11	Providing and fixing M.S. clamp of required dia to the top of casing/housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.
223	13.12	150 mm dia		1	no.
224	13.13	Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).
225	13.14	150 mm dia		1	no.
226	13.15	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.
227	13.16	40 mm Dia		60	mtr
228	13.17	Submersible Pump-5HP		1	no.
229	13.18	Starter		1	no.
230	13.19	Electrical Flat Cable		100	mtr

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