Tender Document For Construction Of Dhp At Guwahati , Assam Construction Of Demonstration Housing Project For Use As Accommodation For Contractual Safai Karamchari And Community Centre On Design And Build Basis Using Emerging Technology Including On Site, Fatasil Ambari, Guwahati-Assam

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Fatasil Ambari, Guwahati , Assam

Tender Brief : Corrigendum : Tender Document For Construction Of Dhp At Guwahati , Assam Construction Of Demonstration Housing Project For Use As Accommodation For Contractual Safai Karamchari And Community Centre On Design And Build Basis Using Emerging Technology Including On Site

Document Fees
₹ 5000 /-

EMD
Refer document

Tender Value
₹ 9.29 Crore /-

Submission Date
30-06-2021

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	22-06-2021	Extension of Submission Date	Date	30-06-2021

Name of Work: CONSTRUCTION OF DEMONSTRATION HOUSING PROJECT ON DESIGN & BUILD BASIS AT GUWAHATI, ASSAM
	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 (Houses) including all associate 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	1.02	Total cost of construction of Community Centre including all associate 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.
4	2	HEAD B - ON SITE INFRASTRUCTURE WORKS (on Item Rate Basis) including GST, Labour Cess and other Taxes
5	2.01	SUB-HEAD 1
6	2.02	EARTH FILLING
7	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.		648	cum
8	2.04	Extra for lead beyond 5 km (Rate Only)		1	cum
9	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.		324	Cum
10	2.06	Extra for Dewatering work (Rate only)		1	Hour
11	3	SUB-HEAD 2
12	3.01	ROAD AND PAVEMENT
13	3.02	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 Competent athourty. All kinds of soil		97.2	Cum
14	3.03	Disposal of surplus excavated earth within a lead of 10 km beyond the initial lead of 50m as directed by Competent athourty		97.2	Cum
15	3.04	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)\n1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).		32.4	Cum
16	3.05	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 process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Competent athourty.( 100 mm thickness) (Note:- Cement content considered in this item is @ 330 kg/cum.Excess/less cement used as per design mix is payable/ recoverable\nseparately).		54	Cum
17	3.06	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand)		13.98	Cum
18	3.07	Brick edging in full brick width and half brick depth including excavation, refilling and disposal of surplus earth lead upto 50 metres.\n with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 (both sides)		100	mtr
19	3.08	Providing and laying 60mm thick faciory 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 line sand etc. all complete as per the direction of BMTPC or Site Engineer.		540	Sqm
20	4	SUB-HEAD 3
21	4.01	BOUNDARY WALL WITH ENTRANCE GATE
22	4.02	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.		99	Cum
23	4.03	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) 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).		15.4	Cum
24	4.04	Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete.\n(Length of pile for payment shall be measured upto to the bottom of pile cap) : 300 mm dia piles		240	mtr
25	4.05	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\n1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)		19.8	Cum
26	4.06	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :\n1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).\n		4.44	Cum
27	4.07	Centering and shuttering including strutting, propping etc. and removal of form for :\ni. Foundation, base of walls, columns etc.		60	Sqm
28	4.08	ii. Columns, Pillars, Piers, Abutments, Posts and Struts		96.6	Sqm
29	4.09	iii.Lintels, beams, plinth beams, girders, bressumers and cantilevers with coping		431.2	Sqm
30	4.1	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above\nThermo-Mechanically Treated bars of grade Fe-500D or more (@125cum)		4723.25	Kg
31	4.11	12 mm cement plaster of mix :\n1:6 (1 cement: 6 coarse sand)\n		512.6	Sqm
32	4.12	Finishing walls with water proofing cement paint of required shade :\nNew work (Two or more coats applied @ 3.84 kg/10 sqm)		512.6	Sqm
33	4.13	Structural steel work 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.\nEntrance Gate\n		800	Kg
34	4.14	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		1200	mtr
35	4.15	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
36	4.16	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :\nTwo or more coats on new work over an under coat of ordinary paint\n		220	Sqm
37	5	SUB-HEAD 4
38	5.01	EXTERNAL WATER SUPPLY AND SEWERAGE
39	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 of BMTPC.
40	5.03	50 mm nominal outer dia pipes		160	Mtr.
41	5.04	32 mm nominal outer dia pipes		80	Mtr.
42	5.05	Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main :\n20 mm nominal bore		10	Each
43	5.06	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : \n50 mm nominal bore.		6	Each
44	5.07	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.\nDepth upto 1.5 m		40.84	Cum
45	5.08	Providing and fixing square-mouth S.W. gully trap class SP-1 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 - 100x100 mm size P type - With common burnt clay F.P.S. (non modular) bricks of class designation 7.5		18	Each
46	5.09	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm 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 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :\nInside 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) :\nWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5\n		12	Each
47	5.1	Extra for depth for manholes :\nSize 90x80 cm\nWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5\n		12	Mtr.
48	5.11	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 confirming to IS 5382, leaving 10mm gape for thermal expansion including necessary excavation, laying, filling, testing etc. complete.
49	5.12	a) 110 mm dia		80	Mtr.
50	5.13	b) 150 mm dia		190	Mtr.
51	5.14	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. / RCC/ uPVC pipes including bed concrete as per standard design
52	5.15	a) 110 mm dia		30	Mtr.
53	5.16	b) 150 mm dia		190	Mtr.
54	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 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 :\nFor pipes 100 to 250 mm diameter		2	Each
55	6	SUB-HEAD 5
56	6.01	DRAINAGE AND DISPOSAL
57	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.\nIn all kinds of soil.\nDepth upto 1.5 m		97.2	Cum
58	6.03	12 mm cement plaster finished with a floating coat of neat cement of mix :\n1:4 (1 cement: 4 fine sand)		352.8	Sqm
59	6.04	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:\nCement mortar 1:6 (1 cement : 6 coarse sand)		18.63	Cum
60	6.05	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 confirming to IS 5382, leaving 10mm gape for thermal expansion including necessary excavation, laying, filling, testing etc. complete.
61	6.06	a. 110 mm dia		110	mtr
62	6.07	b. 150 mm dia		50	mtr
63	6.08	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 Engineer-in-charge.		180	Each
64	7	SUB-HEAD 6
65	7.01	SEPTIC TANK
66	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 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. \nAll kinds of soil \nDepth upto 1.5 m		30.19	cum
67	7.03	Extra for additional depth of 1.5 m or part thereof in: All kind of soil		20.13	cum
68	7.04	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work upto plinth level.\n1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).\n		3.02	cum
69	7.05	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:\nCement mortar 1:6 (1 cement : 6 coarse sand)		8.87	cum
70	7.06	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :\n1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size 21)		1.78	cum
71	7.07	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 :\n1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).		2.27	cum
72	7.08	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above\nThermo-Mechanically Treated bars of grade Fe-500D or more		506.26	Kg
73	7.09	Centering and shuttering including strutting, propping etc. and removal of form for :\nSuspended floors, roofs, landings, balconies and access platform		11.88	Sqm
74	7.1	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :\ncement mortar 1:4 (1 cement : 4 coarse sand) sqm		2.5	Sqm
75	7.11	12 mm cement plaster finished with a floating coat of neat cement of mix :\n1:4 (1 cement: 4 fine sand)		36.25	Sqm
76	7.12	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.\nIn gratings, frames, guard bar, ladder, railings, brackets, gates and similar works		60	Kg
77	7.13	Making soak pit. 2.5 m dia 3 m deep with 45x45 cm dry brick honey comb shaft and S.W. drain pipe 100 mm diameter, 1.8 m long complete filled with laterite stone aggregate125to180 mm surrounded by laterite stone aggregate of 40 mm and down gauge as per standard design.		1	No.
78	8	SUB-HEAD 7
79	8.01	UNDER GROUND WATER TANK
80	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 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. Depth upto 1.5 m\nAll kinds of soil\nDepth upto 1.5 m		30	cum
81	8.03	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :
82	8.04	1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).		2.25	Cum
83	8.05	1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size21)		1.8	Cum
84	8.06	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 :\n1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).		8.79	Cum
85	8.07	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.\nThermo-Mechanically Treated bars of grade Fe-500D or more(@125/cum\n		1323.75	Kg
86	8.08	Centering and shuttering including strutting, propping etc. and removal of form for :
87	8.09	Foundation, base of walls, columns etc		3.12	Sqm
88	8.1	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.		19.98	Sqm
89	8.11	Suspended floors, roofs, landings, balconies and access platform		9.36	Sqm
90	8.12	12 mm cement plaster of mix :\n1:6 (1 cement: 6 fine sand)		19.5	Sqm
91	8.13	12 mm cement plaster finished with a floating coat of neat cement of mix :\n1:4 (1 cement: 4 fine sand)		21	Sqm
92	8.14	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.\nIn gratings, frames, guard bar, ladder, railings, brackets, gates and similar works		60	Kg
93	8.15	Supply & Installation of Mono Block Pump with starter of approved brand complete (2HP)		2	nos.
94	9	SUB-HEAD 8
95	9.01	RAIN WATER HARVESTING
96	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 Engineer -in-charge, upto 90 metre depth below ground level.
97	9.03	In all type of soil
98	9.04	300 mm dia		40	Metre
99	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 or Site Engineer.
100	9.06	150 mm nominal size dia		39	Metre
101	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 or Site Engineer. All kinds of soil
102	9.08	Pit size 2.7 x 2.0 x 1.8 m		13.8	cum
103	9.09	Brick masonry in foundation with brick of class des.75 in CM 1:6
104	9.1	Size 2.7 x 2.0 x 1.8 m		3.48	cum
105	9.11	20 mm cement plaster of mix :
106	9.12	1:6 (1 cement: 6 fine sand)		15.12	Sqm
107	9.13	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 or Site Engineer.
108	9.14	Boring		7.5	Cum
109	9.15	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 or Site Engineer.		4.14	Cum
110	9.16	Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work upto plinth level.
111	9.17	1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).		0.96	Cum
112	9.18	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 :
113	9.19	1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size).		0.81	Cum
114	9.2	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
115	9.21	Thermo-Mechanically Treated bars of grade Fe-500D or more(@120)		150	Kg
116	9.22	Centering and shuttering including strutting, propping etc. and removal of form for :
117	9.23	Suspended floors, roofs, landings, balconies and access platform		5.4	Sqm
118	9.24	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 Engineer-in-charge.		2	Each
119	10	SUB-HEAD 9
120	10.01	PLINTH PROTECTION
121	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.		187.2	Sqm
122	10.03	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).		208	Metre
123	11	SUB-HEAD 10
124	11.01	HORTILCULTURE
125	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.		30	Cum
126	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)		30	Cum
127	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)		25	Cum
128	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.
129	11.06	In rows 5 cm apart in both directions		220	Sqm
130	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).		88	Cum
131	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.		220	Sqm
132	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. ( As per local conditions suitability)
133	11.1	Plants		60	Each
134	12	SUB-HEAD 11
135	12.01	EXTERNAL ELECTRIFICATION WORK
136	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, 2ndclass bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.
137	12.03	35.0 Sq.mm		90	Metre
138	12.04	3.5 core
139	12.05	6.0 Sq.mm		300	Metre
140	12.06	2 core
141	12.07	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.
142	12.08	3.5 x 35.0 sq.mm		6	Set
143	12.09	2 x 6.0 sq.mm		30	Set
144	12.1	Feeder Pillar
145	12.11	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:
146	12.12	Incommer
147	12.13	1 No. 200 Amp. 4 poles MCCB (25 Ka) with ON/OFF indications metre
148	12.14	Indication
149	12.15	Three (3) Nos. phase indicating (R.Y and B) lamps with protection 2A SP MCB's for protection having lens and lamp.
150	12.16	Outgoing
151	12.17	One (1) NO. 160 Amp. 4 pole MCCb (16 KA) with ON/OFF indications in the in front 15 nos. 32 A D.P. MCB (10 KA)
152	12.18	Control
153	12.19	4 Pole Contractor with a thermal rating of 32 - 1 no.
154	12.2	Time Switch with Daily dial, suitable for operation on 230 Volt, Single phase, 50 Hz, AC supply - 1 No.
155	12.21	Auto - Manual Selector switch - 1 No.
156	12.22	On / Off Push Buttons - 4 Nos.		3	Set
157	12.23	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.		3	Set
158	12.24	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), 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.		25	Nos
159	12.25	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		3	Job
160	12.26	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 Engineer for following depths below natural ground / Road top level.
161	12.27	In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.
162	12.28	Depth upto 1.5 m		2.25	Nos
163	12.29	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level :
164	12.3	1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size).		0.65	Cum
165	12.31	Centering and shuttering including strutting, propping etc. and removal of form for : Foundation etc.		4.32	Sqm
166	12.32	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		6	Nos
167	13	SUB-HEAD 12
168	13.01	TUBE WELL
169	13.02	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
170	13.03	All types of soil
171	13.04	300 mm dia		350	mtr
172	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.
173	13.06	150 mm nominal size dia		355	mtr
174	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.		40	cum
175	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., all as per requirement and direction of Engineer-in-charge.		100	hour
176	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:
177	13.1	150 mm dia		1	no.
178	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.
179	13.12	150 mm dia		1	no.
180	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).
181	13.14	150 mm dia		1	no.
182	13.15	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.		260	mtr
183	13.16	Submersible Pump-5HP		2	no.
184	13.17	Starter		2	no.
185	13.18	Electrical Flat Cable		300	mtr

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Tender Document For Construction Of Dhp At Guwahati , Assam Construction Of Demonstration Housing Project For Use As Accommodation For Contractual Safai Karamchari And Community Centre On Design And Build Basis Using Emerging Technology Including On Site, Fatasil Ambari, Guwahati-Assam

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Tender Document For Construction Of Dhp At Guwahati , Assam Construction Of Demonstration Housing Project For Use As Accommodation For Contractual Safai Karamchari And Community Centre On Design And Build Basis Using Emerging Technology Including On Site, Fatasil Ambari, Guwahati-Assam

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