Agriculture Government Departments Closing in 0 days TDR #24076136

Construction Of Multi Commodity Cold Storage Project Under Wif Of Nabard

Name: Construction Of Multi Commodity Cold Storage Project Under Wif Of Nabard
Creator: Government Departments
Published: Jun 9, 2020

Issued by Government Departments · Pachim Boragaon, Assam

Tender Value

22.88 Crore

Estimated cost

Bid Submission

12 Jun 2020

0 days left

EMD

45.77 Lakhs

Bank guarantee accepted

Document Fee

20000

Non-refundable

Tender Type

Online

Tender Overview

Organization

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Tender ID

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Competition Type

NCB

Bidding Type

Tender

Location / State

Pachim Boragaon → Assam

EMD Exemption

Not Available

Quantity

Not Available

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Project Description

Construction Of Multi Commodity Cold Storage Project Under Wif Of Nabard

Corrigendum

Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	02-Apr-2020	Date Changed	Date	06-May-2020
2	24-Apr-2020	Time Extension	Date	18-May-2020
3	13-May-2020	CORRIGENDUM	Date	12-Jun-2020
4	26-May-2020	Minutes of Pre-Bid Meeting	Other	12-Jun-2020
5	09-Jun-2020	CORRIGENDUM FOR TECHNICAL FAULT IN BOQ	Financial Bid	12-Jun-2020
6	09-Jun-2020	Corrigendum	Financial Bid	12-Jun-2020

BOQ

Name of Work: CONSTRUCTION OFMULTI COMMODITY COLD STORAGE PROJECT UNDER WIF OF NABARD AT PACHIM BORAGAON, KAMRUP (M), ASSAM. (CAPACITY : 5000 MT)
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	EARTH WORK IN EXCAVATION	item1
2	2	Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified.	item2
3	3	(A) Up to a depth of 2.00m below the existing ground level.\n(a) In ordinary soil	item3	2813.26	M3
4	4	(B) Extra over item no.1.1(A) above for each 1m depth or part thereof beyond the initial depth of 2m	item4	1622	M3
5	5	Shuttering and shoring the earth at different levels in foundations where necessary with required prop, struts, planks, timbers, nails etc. including dewatering if necessary, complete as directed and specified (measurement to be taken in the face area timbered)	item5
6	6	(a) Upto a depth of 1.5 metre	item6	2351	M2
7	7	(b) Above 1.5 m upto 3.00 m depth	item7	2279	M2
8	8	Earth/ sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary.	item8
9	9	(c) With river sand or silt (predominantly non plastic) by truck carriage including loading and unloading.	item9	5317	M3
10	10	Raising low site around the building with approved soil obtained from outside by truck carriage including breaking clods, dressing etc. complete including paying necessary forest royelty, sales tax, land compensation, municipal gate fees, if any monopoly duty etc. (profile measurement to be taken and 12.5% deduction for shrinkage to be made from total quantity) etc. complete as directed and specified.	item10
11	11	(a) Within Guwahati city only	item11	370	M3
12	12	Extra lead per km truck carriage for sand gravel beyond the initial lead of 8 km.	item12	5686	M3
13	13	CEMENT CONCRETE WORKS:	item13
14	14	PLAIN CEMENT CONCRETE WORKS	item14
15	15	Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).	item15
16	16	(a) In prop 1cement: 3 sand :6 coarse aggregate by volume	item16	899	M3
17	17	(b) In prop 1cement: 4 sand :8 coarse aggregate by volume	item17	92.1	M3
18	18	REINFORCED CEMENT CONCRETE WORKS	item18
19	19	Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) \n(I) Using Mixer Machine	item19
20	20	(A) In substructure up to plinth level\n\nFoundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level.\nN) Without using admixture, plasticiser	item20
21	21	b) M20 grade concrete or Prop. 1:1.5:3	item21	99.9	M3
22	22	c) M25 grade concrete	item22	1178.7	M3
23	23	(B) In super structure from plinth level up to 1st floor level. \nii) Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing ) including preparing the top surface and finishing of nosing.\nN) Without using admixture, plasticiser	item23
24	24	b) M20 grade concrete or Prop. 1:1.5:3	item24	32.94	M3
25	25	SHUTTERING & FORM WORK	item25
26	26	TIMBER SHUTTERING ( FORM WORK)	item26
27	27	Providing form work 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 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in:	item27
28	28	Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc.	item28
29	29	(b) Using 25mm thick plank	item29	1985.19	M2
30	30	Sides of tie beams, grade beams etc. at or below ground level.	item30
31	31	(b) Using 25mm thick plank	item31	1915.8	M2
32	32	Columns, Pillars, Posts & Strut\n(a) Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane vertical face	item32
33	33	(ii) Using 25mm thick plank	item33	1171.77	M2
34	34	Sides and Soffits of Beams, beam haunchings, cantilever girders, bressumers, lintels and horizontal ties.\n(a) For depth not exceeding 1.0M.	item34
35	35	(ii) Using 25mm thick plank	item35	105	M2
36	36	Providing form work of ordinary timber planking and removal of the same in edges of slabs and breaks in floors and walls etc. of in-situ reinforced concrete works upto first floor level.	item36
37	37	(a) Thickness not exceeding 200mm.	item37	270	RM
38	38	MASONRY WORKS:	item38
39	39	BRICK WORKS ( CONVENTIONAL / FLY ASH )	item39
40	40	Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.	item40
41	41	(a).Brick on flat soling.	item41	338.8	M2
42	42	(b).Brick on edge soling	item42	5452.08	M2
43	43	(c)Stone soling of thickness 150mm	item43	116	M2
44	44	Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed.\n(I) In Sub-structure upto plinth level including dewatering if necessary	item44
45	45	(b) In proportion 1:4.	item45	188	M3
46	46	1st class brick nogged wall in cement mortar including racking out joints and curing complete as directed in super structure above plinth up to 1st floor level (protruding M.S rod/Tor steel of column to be embeded in cement mortar and will be measured and paid separately)	item46
47	47	(A) 112mm thick brick wall	item47
48	48	(a) In cement mortar in proportion 1:4. \n(1 cement:4 sand)	item48	974.12	M2
49	49	KOTA STONE SLAB / SAND STONE FLOORING	item49
50	50	Kota-stone slab flooring of 18 mm thick over 20mm thick base of cement plaster 1:6 (1 cement : 6 coarse sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete.	item50
51	51	(1) 550mm x 550mm	item51	4745.4	M2
52	52	STONE MASONARY WORK	item52
53	53	Stone masonary work in retaining wall, wing wall, abutment, foundation, steps, plinth etc. in cement mortar in prop 1:6 with levelling course of 1:6:12 with both faces hammer dressed including bonding, providing face stone, through stone and centering including racking of joints, curing and supplying and all carriage of stone as directed including payment of forest royalty and sales tax and carriage.	item53
54	54	(a) Random Rubble Masonry	item54	867.61	M3
55	55	CEMENT PLASTERING	item55
56	56	10 mm thick Cement plaster in single coat on fair side of brick/concrete walls for interior plastering up to 1st floor level including arises or rounded angles not exceeding 80mm girth and finished even and smooth including curing complete as directed.	item56
57	57	b) In cement mortar 1:4	item57	2055	M2
58	58	15 mm thick Cement plaster in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed. \nA) On rough side	item58
59	59	b) In cement mortar 1:4	item59	168.32	M2
60	60	15 mm thick plain cement mortar bands in cement mortar 1:4 in width including curing complete as directed.\nA) Up to 300 mm width	item60
61	61	a) Flush band	item61	55	M2
62	62	Extra over item no 6.2.1 to 6.2.3 for providing and mixing water proofing materials in cement mortar in prop as recommended by the manufacturer including curing complete as directed.\nii) 15 mm thick plaster	item62
63	63	b) In cement mortar 1:4	item63	1354.82	M2
64	64	SPECIAL WATHER PROOF COLOURING	item64
65	65	Finishing old/new wall with water proofing weather coat smooth anti-fungal exterior painting of approved make of Dulux (ICI) paint of required shade after cleaning and clearing the surface etc. including scaffolding complete as directed at all levels (two coats)	item65	1924.82	M2
66	66	REINFORCEMENT	item66
67	67	Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete.\n(No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level)	item67
68	68	a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL	item68
69	69	(ii)Super Ductile (SD) TMT reinforcement bars	item69	1474.58	QTL
70	70	c) ISI approved Mild steel reinforcement bar(M.S.Bar)	item70	6	QTL
71	71	Providing and fixing galvd. / M.S. tube (light grade) outlet (spout) in cement mortar 1:3 including cutting and making good the wall	item71
72	72	(a).25mm bore - 300mm long.	item72	4	EACH
73	73	Providing precast R.C.C slab over drain ,septic tank etc. in prop. 1:2:4 reinforced with 10mm M.S. bar @ 150mm centre both ways tying with 20 gauge black annealed wire with necessary shuttering , curing etc. complete including fixing in position as directed.	item73
74	74	b) 75mm thick slab	item74	60.88	M2
75	75	BEAMS AND JOISTS	item75
76	76	Structural steel work in single sections including cutting, hoisting, fixing in position and applying a priming coat of red lead paint (up to 4.6m height) from plinth level including drilling holes, supplying, fitting and fixing with bolts and nuts or welding, if necessary as directed.	item76
77	77	b) In flat up to 25mm thickness	item77	1	QTL
78	78	c) In M.S. angles, channels, Tees etc.	item78	1	QTL
79	79	PLINTH PROTECTION AND DRAIN	item79
80	80	Providing plinth protection with bricks flat laid in cement mortar 1: 4 and finished with 15mm thick cement plaster in prop. 1:2 with a floating coat of neat cement finish.	item80	548	M2
81	81	Providing drain with cement concrete (1:3:6) 10cm thick sides 10cm thick bed over brick flat soling including 15mm thick cement plastering in prop. 1:3 finished with a floating coat of cement slurry as directed with necessary shttering for sides and earth work in excavation of foundation trenches and refilling the sides after completion of work etc. as specified.	item81
82	82	i). 300mm wide and average 150mm deep with bed slope 1 in 150 with initial depth of 100mm.	item82	195	RM
83	83	Felling and removing\nc).Cutting trees including uprooting and removing where necessary.	item83
84	84	(i).500 mm to 1000mm girth.	item84	2	EACH
85	85	(ii).1000 mm to 1500mm girth.	item85	2	EACH
86	86	Surface dressing of ground including removing vegitation and/ or undulation of ground not exceeding 150mm deep and disposal of rubbish outside the periphery and lift up to 1800mm in all kinds of soil.	item86	6610	M2
87	87	Jungle clearence including uprooting of vegitation, grass, brush-wood, sapling and trees not exceeding 300mm girth and disposal of the same outside the periphery and lift upto 1500mm	item87	6610	M2
88	88	Cutting down trees where the building is to beconstructed of girth exceeding 300mm, grubb ing up roots, filling pits and levelling off ground lopping branches, trimming and removeing to distance beyond 30m and stacking serviceable materials and cleaning site etc. as directed.	item88
89	89	i).Girth exceeding 300mm but not exceeding 1000mm	item89	4	EACH
90	90	ii).Girth exceeding 1000mm but not exceeding 1500mm	item90	4	EACH
91	91	Providing and fixing galvd. / M.S. tube (light grade) outlet (spout) in cement mortar 1:3 including cutting and making good the wall	item91
92	92	(a).25mm bore - 300mm long.	item92	8	EACH
93	93	Providing precast R.C.C slab over drain ,septic tank etc. in prop. 1:2:4 reinforced with 10mm M.S. bar @ 150mm centre both ways tying with 20 gauge black annealed wire with necessary shuttering , curing etc. complete including fixing in position as directed.	item93
94	94	b) 75mm thick slab	item94	10	M2
95	95	ENTRANCE GATE	item95
96	96	Supplying, fitting and fixing double leaf heavy duty iron gate, frame made from 50mm x 6mm M.S. flat iron with another horizontal flat at the middle, 20mm dia M.S bars at 200mm apart from bottom flat to top flat and 20 mm dia M.S. bars at 200mm apart from bottom flat to middle flat including drilling, welding etc. complete. All vertical bars are to be protruded at least 100mm above the middle and top flat is to be flattended and pointed as directed. Necessary locking arrangement on both faces, arrangement for temporary closing the gate and 2 nos.( minium) strong iron hinges of M.S bars and flat of same sizes on each leaf to be embeded in C.C brick pillars as necessary including a red oxide painting to all iron works as directed and specified. (Separate payment will be made for posts).	item96	30	QTL
97	97	Providing rails for plying of rollers of gate made made from 50mm x 6mm size M.S. flat and to be fitted with 3 nos of hinged hold fasts to be embedded in concrete prop. 1:2:4 of 10mm wide and 75 mm deep over brick flat soling 250mm wide including curing etc. complete.	item97	20	RM
98	98	Providing roller to the gate including welding etc.complete	item98
99	99	a) With 25mmx50mm (dia) roller	item99	12	QTL
100	100	b) With 12.50mmx50mm (dia) roller	item100	8	RM
101	101	PRE CONSTRUCTION ANTI - TERMITE TREATMENT	item101
102	102	Pre construction anti - termite treatment at the bottom of foundation pits and walls on either side up to a height of 300mm from bottom of the excavation made for column plinth beam, wall, trenches etc. by applying the emulsion @ 5 (five) litres per square meter of the surface area before starting construction work (supplying of necessary tools and accessories by the contractor) as per the direction of the Department complete.	item102
103	103	a) with aqueous emulsion having concentration 1:19 with chloropirophose solution (tricel or euivalent) and water, i.e. 1% solution.	item103	1426	M2
104	104	Pre construction anti - termite treatment in the back fill in immediate contact with the foundation structure after completion, column, wall etc. to a depth of 450mm and width 300mm (when required refill in 200mm thick layers) applying the emulsion @ 5 (five) litres per square meter towards the concrete and masonry walls so as to ensure earth in contact with the structure well treated - with chemical (supplying of necessary tools and accessories by the contractor) as per the direction of the Department complete.	item104
105	105	a) with aqueous emulsion having concentration 1:19 with chloropirophose solution (tricel or euivalent) and water, i.e. 1% solution.	item105	1426.2	M2
106	106	Pre construction anti - termite treatment by applying in the entire levelled area after plinth filling and before laying floor by applying the emulsion @ 5 (five) litres per square meter of the surface to be spread with light rodding so as to ensure proper absorption by the filled up earth (supplying of necessary tools and accessories by the contractor) as per the direction of the Department complete.	item106
107	107	a) with aqueous emulsion having concentration 1:19 with chloropirophose solution (tricel or euivalent) and water, i.e. 1% solution.	item107	4431.14	M2
108	108	Pre construction anti - termite treatment by applying in the junction of walls, column with the floor before laying floor and after operation of item no. 26.1.3 above making a channel 30mmx30mm all over the walls and making rod holes @ 150mm apart up to ground level below and applying emulsion @ 11 litres per square meter of vertical plinth wall surface inside the building so as to soak the soil with the emulsion up to the ground level and refill the holes and channel with the original materials obtained in making channels (supplying of necessary tools and accessories by the contractor) as per the direction of the Department complete.	item108
109	109	a) with aqueous emulsion having concentration 1:19 with chloropirophose solution (tricel or euivalent) and water, i.e. 1% solution.	item109	250	M2
110	110	Pre construction anti - termite treatment by applying the soil along the external perimeter of the building (after construction completed) to a distance close to the plinth wall as specified and as directed by the deptt. up to a depth of 300mm making rod holes along the line @ 150mm apart to a depth of 300mm and applying emulsion @ 4.5 litres per running meter ensure moistening of the soil with emulsion (supplying of necessary tools and accessories by the contractor) as per the direction of the Department complete.	item110
111	111	a) with aqueous emulsion having concentration 1:19 with chloropirophose solution (tricel or euivalent) and water, i.e. 1% solution.	item111	200	RM
112	112	PVC	item112
113	113	Supplying, fitting and fixing PVC pipes of 6 Kg/cm2 (Supreme/Prince) or other ISI approved including joining ,fitting and fixing wiyh clamps etc.as necessary complete at all levels including below G.L as directed and specified.	item113
114	114	a) In exposed surfaces or in trenches.	item114
115	115	(iv) 75mm dia.	item115	1022	RM
116	116	ROAD WITH CC BLOCK AND CONCRETE EDGE	item116
117	117	Granular Sub-base with Well Graded Material ( Table 400.1 ) ( Only for PMGSY work )	item117
118	118	Construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification cl. 401	item118
119	119	(ii) For Grading II Material	item119	316.5	M3
120	120	3) WBM Grading-3\nUsing stone screening Type-A 13.2 mm for Gr. 3\n	item120
121	121	Providing laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stages to proper grade and camber, applying and brooming, stone screening to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical specification clause 405	item121
122	122	A) By manual Means	item122	211	M3
123	123	Inter locking concrete block pavement	item123
124	124	Providing and laying interlocking Concrete Block Pavement having thickness 80mm as per drawing and Technical specification clause 1504	item124	2110	M2
125	125	STEEL STAGING OVER HEAD WATER TANK	item125
126	126	Steel work welded in built up sections, framed work including cutting, hoisting and fixing in positions and applying priming coat of red-lead paint including drilling holes, supplying, fitting and fixing with bolts and nuts or welding, if necessary as directed.	item126
127	127	a) In beams and joists with connecting plates/ angled cleat.	item127	64	QTL
128	128	Supplying, fitting and fixing PVC pipes of 6 Kg/cm2 (Supreme/Prince) or other ISI approved including joining ,fitting and fixing wiyh clamps etc.as necessary complete at all levels including below G.L as directed and specified.	item128
129	129	a) In exposed surfaces or in trenches.	item129
130	130	(ii) 110mm dia.	item130	80	RM
131	131	(iv) 75mm dia.	item131	100	RM
132	132	Supplying fiting and fixing 45degree PVC bend of (Supreme/Prince) or other ISI approved including joining , fitting and fixing etc. as necessary complete at all levels including below G.L. as directed and specified.	item132
133	133	a) In exposed surfaces or in trenches.	item133
134	134	(ii) 110mm dia.	item134	2	Each
135	135	(iv) 75mm dia.	item135	2	Each
136	136	b) Concealed by chiselling or breaking brick wall/C.C./R.C.C and making good to the damages.	item136
137	137	(ii) 110mm dia.	item137	4	Each
138	138	Supplying fiting and fixing PVC Plain single tee of (Supreme/ Prince) or other ISI approved including joining, fitting and fixing etc. as necessary complete at all levels including below G.L. as directed and specified.	item138
139	139	a) In exposed surfaces or in trenches.	item139
140	140	(ii) 110mm dia.	item140	2	Each
141	141	Supplying fiting and fixing PVC coupler of (Supreme / Prince)or other ISI approved including joining , fitting and fixing etc. as necessary complete at all levels including below G.L. as directed and specified.	item141
142	142	a) In exposed surfaces or in trenches.	item142
143	143	(ii) 110mm dia.	item143	2	Each
144	144	(iv) 75mm dia.	item144	2	Each
145	145	Supplying fiting and fixing PVC reducer of (Supreme/Prince) or other ISI approved including joining , fitting and fixing etc. as necessary complete at all levels including below G.L. as directed and specified.	item145
146	146	a) In exposed surfaces or in trenches.	item146
147	147	(iii) 110 mm x 90 mm	item147	2	Each
148	148	(iv) 110 mm x 75mm	item148	4	Each
149	149	(viii) 75 mm x 63mm	item149	4	Each
150	150	INTERNAL WATER SUPPLY WORKS	item150
151	151	PIPING	item151
152	152	Providing and fixing 3 layer (Outer green / GREY coloured UV Stabilised, middle black coloured UV Stabilised and inermost layer white coloured with antimicrobial property) Fusion welded PP-R ( Poly propylene-random copolymer) Pipes, SDR 7.4 having thermal stability for hot and cold water supply conforming IS 15801-2008 including all plain PP-R fittings and brass threaded PP-R fitting and clamping, cutting and making good to the damages.	item152
153	153	(A) Exposed or in trenches	item153
154	154	SFMC/ FUSION brand or other brand of equivalent quality.	item154
155	155	a) PN-16 Pipe,16mm OD,SDR-7.4	item155	10	RM
156	156	b) PN-16 Pipe,20 mm OD,SDR-7.4	item156	20	RM
157	157	c) PN-16 Pipe,25 mm OD,SDR-7.4	item157	30	RM
158	158	d) PN-16 Pipe,32 mm OD,SDR-7.4	item158	30	RM
159	159	e) PN-16 Pipe,40 mm OD,SDR-7.4	item159	40	RM
160	160	f) PN-16 Pipe,50 mm OD,SDR-7.4	item160	60	RM
161	161	(B) Concealed pipe with cutting chases & making good the walls	item161
162	162	SFMC/ FUSION brand or other brand of equivalent quality.	item162
163	163	a) PN-16 Pipe,16mm OD,SDR-7.4	item163	10	RM
164	164	b) PN-16 Pipe,20 mm OD,SDR-7.4	item164	20	RM
165	165	c) PN-16 Pipe,25 mm OD,SDR-7.4	item165	30	RM
166	166	d) PN-16 Pipe,32 mm OD,SDR-7.4	item166	30	RM
167	167	e) PN-16 Pipe,40 mm OD,SDR-7.4	item167	40	RM
168	168	f) PN-16 Pipe,50 mm OD,SDR-7.4	item168	60	RM
169	169	BIB COCK	item169
170	170	Supplying fitting and fixing C.P. bib cock 15mm dia of approved brand directed and specified. (G.I. & C.P pipes will be measured separately)	item170
171	171	Jaquare make	item171
172	172	(i) Standard	item172	10	Each
173	173	STOP COCK	item173
174	174	Supplying fitting and fixing stop-cock of approved brand of size as mentioned below and directed and specified (G.I. & C.P. pipes will be measured and paid separately	item174
175	175	I) Brass stop cock (heavy) of Sant make	item175
176	176	(i)15mm dia	item176	2	Each
177	177	(ii)20mm dia	item177	2	Each
178	178	(iii) 25mm dia	item178	2	Each
179	179	(iv)32mm dia	item179	2	Each
180	180	(v) 40mm dia	item180	2	Each
181	181	(v) 50mm dia	item181	2	Each
182	182	VALVE	item182
183	183	Supplying and fitting gun metal country pit valve (full way valve) I.S.I. Make as specified and directed.	item183
184	184	a) 50mm dia	item184	3	Each
185	185	b) 40 mm dia.	item185	2	Each
186	186	c) 25 mm dia.	item186	2	Each
187	187	d) 2O mm dia.	item187	2	Each
188	188	e) 15 mm dia.	item188	2	Each
189	189	Supplying fitting and fixing gun metal check valve including necessary threads to pipes.	item189
190	190	a) 50 mm dia (Heavy type)	item190	1	Each
191	191	b) 40 mm dia (Heavy type)	item191	1	Each
192	192	Supplying fitting and fixing G.I. Foot valve with strainer including cutting necessary threads to pipes.	item192
193	193	a) 50 mm dia (Heavy type)	item193	1	Each
194	194	b) 40 mm dia (Heavy type)	item194	1	Each
195	195	Supplying and placing plastic cylindrical vertical claused top (PCVC) tank of Sintex / Polycon / Patton make over the stagging with manhole cover with locking and cleaning arrangement including providing pads of size as required for inlet and outlet pipes	item195
196	196	2000 Lt capacity	item196
197	197	(a) Sintex make	item197	8	Each
198	198	Tube Well	item198
199	199	Labour for test boring with 40mm (internal) dia G.I. Pipes including keeping surplus of earth and every 2.00m after first 3.00m depth and delivering the same in nearest P.W.D. camp in the small tin container (container, scaffolding, tools etc. will have to be arranged by the contractor at his own cost).	item199	150	RM
200	200	Machine boring of deep tube well upto 200 mm dia. Bore hole as directed by the Engineer in Charge	item200	150	RM
201	201	Supplying, fitting and fixing pipes plain/bevel ended for casing, conforming to relevant IS codes of practice including supplying and fitting of tube well accessories, lowering of assembly pipes concentrically in the borehole followed by supplying and packing of pea gravel free from dirt, dust and other foreign materials in the annular space between the borehole and assembly pipes complete as directed by the Department.\nPVC PIPE\nSUPREME /PRINCE / FUSION /SFMC Brand	item201
202	202	viii) 200mm diameter	item202	3	RM
203	203	vii) 160mm diameter	item203	150	RM
204	204	Supplying, fitting and fixing suction pipes plain/bevel ended, conforming to relevant IS codes of practice including supplying and fitting of accessories, lowering of assembly pipes concentrically in the casing pipes complete as directed.\nB) PVC PIPE\nSUPREME / PRINCE / FUSION /SFMC Brand	item204
205	205	a) 50mm dia	item205	50	RM
206	206	Supplying fitting and fixing ISI approved PVC filter 3.00 metre long.	item206
207	207	v) 150mm diameter	item207	10	EACH
208	208	Supplying fitting and fixing check valve (non return valve) including thread to pipes.	item208
209	209	iv) 50mm diameter	item209	1	EACH
210	210	Development of the tube well with compressor or by over pumping unit for 48 hours till sand free discharge is obtained	item210	1	JOB
211	211	Flushing, clearing, washing and watering of the tube well	item211	1	JOB
212	212	Supplying and packing pea gravel around the periphery of casing including screening washing etc. all complete as directed.	item212	10	M3
213	213	Supplying including installation, connection as approved by the Deptt., testing and commissioning of CENTRIFUGAL MONOBLOCK PUMP SET complete as directed and specified by the deptt.	item213
214	214	3 HP single Phase Centrifugal monoblock pump set (Crompton Greaves/ Aquatic/ CRI/ V-Guard make) 2900 rpm with DOL Starter ( Crompton Greaves/ Control & Switch Gear/ BCH/ L& T / Siemens make) .	item214	1	EACH
215	215	Supplying including installation, connection as approved by the Deptt., testing and commissioning of SUBMERSIBLE PUMP SET 3 (Three Phase) with steel cable rope and submersible cable complete as directed and specified by the deptt.	item215
216	216	Three phase Submersible motor pump set (Texmo / Crompton Greaves/ Aquatic/ CRI/ V-Guar suitable for 100 mm bore well and above. 5 HP STAGE 14 to 50 with MCB controlled Submersible motor pump set control panel.	item216	1	EACH
217	217	POT PLANTING	item217
218	218	Supplying and planting of terrestrial orchids with required size of pot including filling the pot to the top surface with appropriate soil media made of garden soil, river sand, cow-dung, leaf mould, fertilizer, pesticides as per specification and necessary maintenance for a period of 4 months from the date of planting complete as specified and directed . (Mixing of different ingredients of soil media to be made in presence of Deptt. official / Specialist concerned)	item218
219	219	(A) With Aeirides	item219
220	220	(I) Using earthen pot of 30 cm dia.	item220	10	EACH
221	221	(II) Using earthen pot of 60 cm dia.	item221	10	EACH
222	222	(B) With Dendrobium (Hybrid)	item222
223	223	(I) Using earthen pot of 30 cm dia.	item223	10	EACH
224	224	(II) Using earthen pot of 60 cm dia.	item224	10	EACH
225	225	(C) With Mokara	item225
226	226	(I) Using earthen pot of 30 cm dia.	item226	10	EACH
227	227	(II) Using earthen pot of 60 cm dia.	item227	10	EACH
228	228	Supplying and planting of seasonal flower in required size of pot including filling the pot to the top surface with appropriate soil media made of garden soil, river sand, cow-dung, leaf mould, fertilizer, pesticides as per specification and necessary maintenance for a period of 4 months from the date of planting complete as specified and directed . (Mixing of different ingredients of soil media to be made in presence of Deptt. official / Specialist concerned)	item228
229	229	(I) Using earthen pot of 30 cm dia.	item229	10	EACH
230	230	(II) Using earthen pot of 60 cm dia.	item230	10	EACH
231	231	BED PLANTING	item231
232	232	Supplying and planting of Dahlia / Chrysanthemum / Gladiolus on the ground ( bed planting, bed size 45 cm x 45 cm x 45 cm) including the preparation of the soil, providing organic manure and fertilizer, pesticides as per specification and necessary maintenance for a period of 4 months from the date of planting complete as specified and directed .	item232	10	EACH
233	233	HEDGE PLANTING / EXTERNAL HEDGE	item233
234	234	Supplying and planting of suitable plant materials for preparation protective / external hedge (50 cm wide) including the preparation of the ground by mixing organic manure and fertilizers as per specification and necessary maintenance for a period of one year from the date of planting complete as specified and directed .	item234
235	235	(A) ADOPTING SINGLE ROW PLANTING METHOD	item235
236	236	(i) With Duranta	item236	5	EACH
237	237	(ii) With Kamini	item237	5	EACH
238	238	(iii) With Chinese Bamboo	item238	5	EACH
239	239	(iv) With Thuja / Ixora	item239	5	EACH
240	240	(B) ADOPTING CROSS WISE DOUBLE ROW PLANTING METHOD	item240
241	241	(i) With Duranta	item241	10	EACH
242	242	(ii) With Kamini	item242	10	EACH
243	243	(iii) With Chinese Bamboo	item243	10	EACH
244	244	(iv) With Thuja / Ixora	item244	10	EACH
245	245	EDGE PLANTING / INTERNAL HEDGE	item245
246	246	Supplying and planting of suitable plant materials for edge making / Internal hedge(20 cm wide) including the preparation of the ground by mixing organic manure and fertilizers as per specification and necessary maintenance for a period of one year from the date of planting complete as specified and directed .	item246
247	247	(A) ADOPTING SINGLE ROW PLANTING METHOD	item247
248	248	(i) With Duranta	item248	8	EACH
249	249	(ii) With Coleus	item249	8	EACH
250	250	TREE PLANTING	item250
251	251	Supplying and planting of ornamental trees (1'-0\" height sapling) including pit making ( 60 cm x 60 cm x 60 cm ), filling the pit with appropriate soil media, manure and fertilizers as per specification and necessary maintenance for a period of one year from the date of planting complete as specified and directed .	item251
252	252	SHADE TREE	item252
253	253	(A) Neem / Mahaneem / Beef wood / Bakul / Acacia / Siris / Devils tree / Kadam / Palash / Pink Cassia / peepal / Silver oak / Simalu / Ajar	item253	10	EACH
254	254	(B) Kanchan / Nahar / Arjunu	item254	10	EACH
255	255	(C) Sonaru	item255	10	EACH
256	256	(D) Bottle Brush / Nil Gulmohar / Debadaru / Weeping Willow	item256	10	EACH
257	257	(F) Paine	item257	10	EACH
258	258	Flowering Tree	item258
259	259	(A) Gulmohar / Ashok	item259	10	EACH
260	260	(B) Kanchan	item260	10	EACH
261	261	SHRUB PLANTING	item261
262	262	Supplying and planting of ornamental shrub ( below 1'-0\" height ) including pit making ( 60 cm x 60 cm x 60 cm ), filling the pit with appropriate soil media, manure and fertilizers as per specification and necessary maintenance for a period of one year from the date of planting complete as specified and directed .	item262
263	263	(A) Radhachura / Krishnachura / Rat ki rani / Ixora / Jetuka	item263	8	EACH
264	264	(D) Thuja	item264	8	EACH
265	265	Edging with bricks laid dry lengthwise including excavation, refilling, consolidating with hand packing and spreading neatly surplus earth within a lead of 50 m.	item265	30	EACH
266	266	Half brick circular tree guard internal diametre 1.25 m and height 1.2 m above ground and 0.02 m below ground bottom two coarses laid dry and top three coarses in cement mortar 1:6 and the intermediate coarses being in dry honey comb masonry as per design complete.	item266	11	EACH
267	267	Making tree guard 53 cm dia and 1.3 m high as per design from empty coal tar drums including providing and fixing 2 nos. M.S. sheet rings (50 x 0.50) mm with rivets complete in all respects including painting inside and outside of tree gaurd .	item267	50	EACH
268	268	EARTH FILLING	item268
269	269	Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with a lifts Upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5	item269
270	270	From private land	item270	30000	M3
271	271	LEAD per cum / km 14.90 ( considered 5.0 km )	item271	30000	M3
272	272	GARBAGE MANAGEMENT & VARMI COMPOST UNIT	item272
273	273	Construction of Varmi compost Unit to decompose 2.5 to 3.00 ton waste in a cycle. A brick pedestal of 4.5x3.5 and 1.0m height is to be constructed on the ground with nominal foundation. Superstructure post and truss of 48.3 O.D. medium M.S. pipe and 0.1 to 0.2 micron politheen sheet as roof and side cover. Floor base of 100 mm thick P.C.C. 1:3:6, with Topping of 25mm cement plaster. In addition to this 2 nos. compost pit of 2.0x1.2x0.60m is to be digged in 2 different suitable locations as suggested. Complete and finished as directed and specification.	item273	2	EACH
274	274	FIRE EXTINGUISHER\nSupply, Installation, Fixing of DRY CHEMICAL POWDER Fire Extinguisher confirming to IS: 2171 with ISI mark and CO2 cartridge will be confirming to IS: 4947 with ISI mark, Powder will be confirming to IS: 4308 with ISI Mark (5 KG)	item274
275	275	BRAND : FIRESTOP / FIREND / FIRE SHIELD	item275	40	EACH
276	276	Supplying including installation, testing and commissioning of Solar Street light as per following specification and as directed by the Department. 15 W LED SOLAR STREET LIGHT\n[Confirming RDSO Specification No: RDSO/PE/SPEC/PS/0093-2008(Rev 0 SYSTEM SPECIFICATION 15 W LED based luminaries/fixture (1500 Lumens –typical). LED Type: White High Powered LED’s 5500-6500 K temperature. Automatic Dusk to Dawn Operate ion. Independent standalone Solar Street Lighting System Powered by a 12V, 80 Wp Solar PV Module confirming RDSO Part-I Approval & IEC: 61215. Certification. (Model: TBP 1280/ 1280M). (make: TATA BP SOLAR or equivalent) 12V, 75Ah @ C10, Tubular Plate Lead Acid Low Maintenance Battery with PP Container (make: TATA BP SOLAR or equivalent). Battery Box made of M.S fabricated with corrosion resistance paint. 6m height MS Pole with corrosion resistance paint.Manufacturers Criteria: Must have ISO: 9001 & ISO: 14001 Certification. (As per Annexure A: Clause no: b, Page 10) Must have integrated production capacity of Solar PV Cell & Module (As per Annexure A: Clause no: d, Page: 10) SUGGESTED UNIT PRICE	item276
277	277	Unit Cost Without Installation & Commissioning)	item277	20	EACH
278	278	Installation & Commissioning Charges	item278	20	EACH
279	279	Supplying including installation, testing and commissioning of Water Cooled caterpillar Diesel Generator set coupled to suitable alternator of 415 V, AC, 3-Phase 0.8 p.f.(la mounted on a 1) M.S. Fabricated base frame.,2) M.S. fuel tank of required capacity.,3) Residual Silencer.,4) EMF/Standard Control Panel.5) Suitable batteries with lead.,5) First fill of lube oil.,6) Acoustic Enclosure complete with all accessories as specified and directed by the department conforming to IS comprising the following Technical Specification.. (RANGE FROM 200 KVA TO 1010 KV TECHNICAL DATA GENERATOR SET SPECIFICATIONS e\n1. Model. C - 18- DITA GP - 1\n2. Prime Power Rating KVA/KW. 500/400\n3. No. of Phases. 3 phase.\nCATERPILLAR ENGINE SPECIFICATION. \n1. make). \n2. Model. C - 18- DITA GP - 1\n3. No. of Cylinders. 6\n4. Aspiration. Natural\n5. Cooling. Water Cooled.\n6. Governor. Mechanical/Electronic\n7. Battery Capacity Rating. 120 AH 2X12 Volt.\nALTERNATOR SPECIFICATION. \n1. make). \n2. Voltage Regulation. +/- 1.0%\n3. Insulation. Class - H.\n4. Standard Enclosure. IP 23\n5. No. of Phases. 3\nKVA 500	item279
280	280	WITH SRANDARD CONTROL PANEL	item280	1	EACH
281	281	PEB STRUCTURE: Supplying, installation, testing and commissioning of PEB Structure as per the enclosed drawing and specifications in Annexure - I. All materials, design perameter and installation should be done according to the code of practice defind in the specification. Priror approval on detailed drawings, structural design, colour code etc. should be obtained from the authority before finalization of the proposal. The Structure should design and complete in accordine with Cold Storage specification. Finished and complete in all respect and as per instruction of Engineer in Charge.	item281	1	LOT
282	282	INSULATION: Supplying, installation testing and commissioning of cold room insulations which should fulfill the norms of IS 661 :2000 and manufacturer should registered under ISO 9001: 2008, ISO 14001:2004 and preference will be given to green building certified products (UNFCC green manufacturing unit/ certfied by IGBC). Insulations are to be selected to obtain Energy Optimization and Efficiency. All the rooms shall be constructed using self-supported Rigid Prefabricated Poly Urethane Foam (RPUF) Insulated panels of minimum Density 38/+ 2 Kg/m3 laminated with Pre-Painted Galvanized Steel (PPGS) lamination on both sides with micro rib serrations for the Walls & Ceiling. The thickness of the panels should fulfill the requirement of freezer rooms, Chiller room, pre-cooling room & ante room (probable thickness 120 for Freezer Room, 100 mm for Chiller Room, pre-cooling room, Ante Room & Other areas depending upon density of RPUF panels). All necessary suspension arrangement for ceiling shall be provided, & supports shall be taken from the truss/purling member on top.	item282
283	283	The Floor insulation should be of suitable thick PUF block of minimum Density 38+/- 2 Kg/m3 laminated with polythene sheet of minimum 250 micron lamination acting as vapor barrier on both sides (probable thickness 120 for Freezer Room 100 mm for Chiller Room, pre-cooling room, Ante Room & Other areas depending upon density of PUF panels).	item283	1	LOT
284	284	Door, window and Dock Leveler: The Doors shall be manual/ mechanically operational sliding /swing type (depending upon the need and to be finalized by the vendor suitable for the cold room design) with density and lamination similar to wall panels. Doors/windows shall be frame mounted with accessories like mounting rails, frames and caps, long handles, push plates, pad lock, lock defeat mechanism from inside, resting pads etc to complete the door opening and closing system smooth, easy and simple. Dock arrangements are to be provided as per enclosed drawing suitable for loading & unloading at plinth level. Dock Shelters should be made with Polyester / PVC covering sheets and the front flaps are made. It should satisfy every requirement of avoiding inside and outside heat exchange of the Cold Storage. Dock Shelters should have the quality of not transmitting the vehicle’s force of impact to the warehouse structure. The sealing portal should be surrounded by a metal profile that provides a pleasing aesthetic finish. Prior approval from authority should be obtained before finalization of Door, Windows and Dock leveler.	item284	1	LOT
285	285	REFRIGERATION MACHINE: Supplying, installation, testing and commissioning of refrigeration system suitable for Multi Commodity, Racking system cold storage, should be multi-compressor Freon Based (404 A) system. Contractors may suggest Rack type or individual unit type refrigeration systems to offer the best suitable solution, considering all other factor of design. Prior approval of design is mandatory before finalization of the system. Authority reserves all the right to select any design (Rack or Individual) depending on suitability of the project in terms of utility, energy efficiency, maintenance norms etc. For detailed specification and design criteria refer Annexure-I	item285	1	LOT
286	286	RACK: PALLET STORAGE SYSTEM Design, supply and installation of double deep Palletized storage Racking System inside the facility and a sample Drawing is enclosed here with for reference only Racking system should be designed to accommodate at least 5000 Mt of storage material at 100% utilization. Looking to the wider range of design of palletized storage system vendor has the freedom to provide suitable design for palletize storage system and at the same time consideration of Reach Truck of minimum 1600 kg to handle the materials of the facility should be taken care of. While designing the racking system special care should be taken for free movement and easy handling of storage materials. Under any circumstances the mismatch of racking system and Reach Truck specification will not be accepted. The PSS should be designed as per international standards for Static Design, carried out on structural analysis software after creating model of the structure. Prior approval of design drawing along with structural design in mandatory before finalization of the PSS. Finished and complete in all respect as per tyhe instruction of Engineer in charge. For detailed specifications refer Annuxere-I	item286	1	LOT
287	287	PALLETS :Supply of 1000 kg dynamic cold storage pallets suitable for the racking system and conformity with the Reached truck (already designd and approved). Prior approval from authority should be obtained before supply of pallets.	item287	500	EACH
288	288	Reach Truck: Supplying installation testing and commissioning of Reach Truck suitable for the PSS (already designed and approved). Basic capacity of the Reached truc should not be less than 1600 KGs.(refer Annexutre-I for other details) The manufacturer of the Reach Truck should have good market track record at least 5 years and should have post sale servive in North-eastern states. Including battery bank, chraging device and complete in all respect. For detailed specifications refer Annuxere-I	item288	1	EACH
289	289	Electrical Details: (Cold Storage only) :Supplying all necessary materials installation of equipments, luminary, cable, cable tray etc. for electrical system of cold storage as per specifications of cold storage machine manufacturer, complete in all respect as directed and specified. For detailed specifications refer Annuxere-I.	item289	1	LOT
290	290	Weigh Bridge: Supplying, installation, testing and commissioning of 60 MT capacity weigh bridge (for detailed specification Refer Annexure-I) from reputed manufacturer like Metlar toledo, Every etc. having good market track record for atleast 10 years and post sale service in North-eastern states. Resurves the rights to approve the manufacturer prior to supply.	item290	1	EACH
291	291	Fire Fighting Works: Installation testing and commissioning of fire hydrant system as per the specification stated in Annexure-II, as aturnkey work including obtaining necessary permission from the fire authority. The necessary statutory drawings, scheduled fee etc. will be also the part of the job. The pump and distribution systemall are as per the requrement of the project and guidelines of fire regulatory authority. Complete in all respect and as per instruction of Engineer in charge. ( RCC water tank and the pump house is not included here.)	item291	1	LOT

AI Tender Summary

OUR REF NO 24076136

AUTHORITY Government Departments

TENDER VALUE 22.88 Crore

LAST DATE 12-06-2020

Authority

Authority Name Assam State Warehousing Corporation

Work Description Construction Of Multi Commodity Cold Storage Project Under Wif Of Nabard

Basic Detail

Tender No AWC.ENGG467/2017/NABARD/WIF

Bidding Type Tender

Location

City Pachim Boragaon

State Assam

Key Dates

Publish Date 09 Jun 2020

Submission Date 12 Jun 2020

Open Date 12 Jun 2020

Finance

Tender Value 22.88 Crore

Tender Fee 20000

EMD 45.77 Lakhs

Exemption Not Available

Document List

drawings.pdf

BID.pdf

Tendernotice_1.pdf

2_Specification_of_Fire_Fighting_Works.pdf

400AA93F-41D0-45DE-BEB4-CC413039E8BF.html

1_Specification_of_non_scheduled_Items.pdf

BOQ_26285.xls

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Tender Timeline

Jun 09, 2020

11:30 IST

Tender Published

Tender notice published.

Completed

May 06, 2020

18:00 IST