Construction Of Botanical Garden At Haldhibari Complex Of Bodoland University , Debargaon , Kokrajhar, Bodoland University Kokrajhar-Assam

TDR : 22990015

Tender Notice
BOQ

Expired

Bodoland University Kokrajhar , Assam

Tender Brief : Construction Of Botanical Garden At Haldhibari Complex Of Bodoland University , Debargaon , Kokrajhar

Document Fees
₹ 2000 /-

EMD
₹ 104633.0 /-

Tender Value
₹ 52.31 Lakhs /-

Submission Date
22-01-2020

Competition Type
Indian

Bidding Type
Tender

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Name of Work:Construction of Botanical Garden at Haldhibari Complex of Bodoland University, Debargaon, Kokrajhar.
1	1	Boundary wall
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 (A) Up to a depth of 2.00m below the existing G.l. (b) In hard/dense soil	item1	38.65	Cum
3	3	Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after prepar rials and if necessary dewatering, complete.(a) Brick on flat soling,	item2	107.73	Cum
4	4	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). (b) In prop 1cement: 4 sand :8 coarse aggregate by volume.	item3	13.67	Cum
5	5	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. a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL. (i) TMT Corrosion resistant steel (CRS) reiforcement bar .	item4	45.26	Qntl
6	6	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:Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc.	item5
7	6.1	.(b) Using 25mm thick plank. 67x4x0.75x0.15 = 30.16 SqmSides of tie beams, grade beams etc. at or below ground level.Tie:(b) Using 25mm thick plank.	item6	30.16	Sqm
8	6.2	178.20x2x0.30 = 106.92 sqm Columns, Pillars, Posts & Strut(a) Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane vertical face	item7	106.92	Sqm
9	6.3	(ii) Using 25mm thick plank. Column:67x4x 2.40x0.30 = 192.96 m2	item8	192.96	Sqm
10	7	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). (I) Using Mixer Machine.	item9
11	8	(A) In substructure up to plinth level.Foundation, 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.N) Without using admixture, plasticiser.	item10
12	8.1	Footing: 67x0.75x0.75x0.15 = 5.65 Cum.67x1/3x0.45{(0.75²+0.3²)+(Square root of (0.75²+0.3²)} = 14.67 Cum. Total = 20.32 Cum. Tie-beam.	item11	20.32	Cum
13	8.2	178.20x0.30x0.30 = 16.04 Cum.	item12	16.04	Cum
14	9	(B) In super structure from plinth level up to 1st floor levelii) columns, pillars ,posts, struts, suspended floor, roof landing --of nosi N) Without using admixture, plasticiser. a) M15 grade concrete or Prop. 1:2:4.	item13	16.04	Cum
15	10	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). (A) 112mm thick brick wall. (a) In cement mortar in proportion 1:4.	item14	14.52	Cum
16	11	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. b) In cement mortar 1:4	item15	417.24	Sqm
17	12	a) Applying one coat of cement primer of approved brand and manufacture on new wall surface after throughly brooming the surfaces free from mortar droppings and other foreign matter and including preparing the surface even and sand papered smooth.Qty. as item no. 9/6.2.2	item16	417.24	Sqm
18	13	b) Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on new wall surface (two coats) to give an even shade after throughly brooming the surfaces to remove all dirt and remains of loose powdered materials.Qty.as item no.10/13.2.3 above	item17	417.24	Sqm
19	14	Supplying, fitting and fixing chain link fencing of 10 S.W.G, G.I. Wire 50mm x50mm mesh fitted to M.S angle iron post at 2000mm apart of specification detailed below including supplying, fitting and fixing hooks, eye bolts with nuts, staples and bolts including three horizontal lines of G.I wire 10 S.W.G at top,middle and bottom and with one vertical line to each fencing post for keeping the fencing tight and erect complete, including one coat of primer painting to M.S angle iron post in P.C.C base etc. with following. 178.20x0.9 = 160.38 Sqm.	item18	160.38	Sqm
20	15	Footpath	item19
21	16	FILLING: Supplying and filling sand gravel in foundation trenches of column footings over slushy soil including local carriage of materials within 8 km pumping out of water, ramming etc. complete for strengthening the bearing capacity of the soil as directed and specified including payment of Forest Royalty and Sales Tax and other duties and taxes as may be necessary.	item20	912.48	Cum
22	17	BRICKWORK: Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed.(II) In superstructure above plinth level up to 1st floor level.(b) In proportion 1:4.	item21	191.32	Cum
23	18	GATE	item22
24	19	EARTHWORK IN EXCAVATION: 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.(A) Up to a depth of 2.00m below the existing ground level.(a) In ordinary soil.	item23	18	Cum
25	20	PLAIN CEMENT CONCRETE WORKS: 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. (a) In prop 1cement: 3 sand :6 coarse aggregate by volume	item24	1.8	Cum
26	21	REINFORCED CEMENT CONCRETE WORKS: 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) (I) Using Mixer Machine. (A) In substructure up to plinth level.Foundation, 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.N) Without using admixture, plasticiser. b) M20 grade concrete or Prop. 1:1.5:3	item25	3.58	Cum
27	22	(B) In super structure from plinth level up to 1st floor level. i) Walls (thickness not less than 100mm) including attached pillasters, buttresses, plinth and string course etc. N) Without using admixture, plasticiser. b) M20 grade concrete or Prop. 1:1.5:3	item26	2.38	Cum
28	23	TIMBER SHUTTERING (FORMWORK): 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: Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc.	item27
29	23.1	(b) Using 25mm thick plank	item28	12	Sqm
30	23.2	Sides of tie beams, grade beams etc. at or below ground level. (b) Using 25mm thick plank	item29	10.85	Sqm
31	24	PLYBOARD SHUTTERING (FORMWORK): Providing form work of 12mm thick Plywood Board so as to give a rough finish including centering, shattering, 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:	item30
32	24.1	Columns, Pillars, Posts & Strut of square/ rectangular/ polygonal in plan or any shape like Tee/L etc. having plane vertical face	item31	8.64	Sqm
33	24.2	Sides and Soffits of Beams, beam haunchings, cantilever girders, bressumers, lintels and horizontal ties. (a) For depth not exceeding 1.0M.	item32	14.4	Sqm
34	25	MASONARY WORKS : 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.(a).Brick on flat soling.	item33	9.36	Sqm
35	26	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) (A) 112mm thick brick wall. (a) In cement mortar in proportion 1:4. \n(1 cement:4 sand)\n	item34	9.41	Sqm
36	27	PAVER BLOCK : Providing SUN ROCK HIGH CTS/ DEVI paver block/tiles of concrete grade M30 or above of approved quality, size, shape of specified thickness over a leveling bedding layer of 30mm compacted sand over a base course of WBM or PCC (Base course to be paid separatly) including cutting where necessary finished with spreading , sweeping jointing sand and compacting the pavers using vibrating compactor as specified and directed. SUN ROCK HIGH CTS/ Devi Tiles (Pavers). (a) 80 mm thick.	item35	35.2	Sqm
37	28	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. A) On rough side. b) In cement mortar 1:4.	item36	53.78	Sqm
38	29	EXTERIOR PAINTS / COATINGS: Finishing wall with two coats of acrylic emulsion exterior coatings of Unicem \"Rakshak\" brand of required shade by thinning 1ltr. of paint with 750ml of water to give an even shade after throughly brooming the surfaces to remove all dirt and remains of loose powdered materials as specified and directed by the department	item37	53.78	Sqm
39	30	FENCING & GATES : Supplying, fitting and fixing double leaf heavy duty iron gate, frame made from 40mm x 40mm x 6mm M.S. angle and with M.S. flat of 40mm x 6mm size as per approved design. Necessary locking arrangement for temporary closing the gate and 2nos.( minimum) strong iron hinges of M.S bars and flat of same sizes on each leaf to be embedded in C.C brick pillers as necessary including a red oxide painting to all iron works as directed and specified.(Separate payment will be made for posts).	item38	12.45	Qtl
40	31	STEEL AND IRON WORKS: REINFORCEMENT: 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) . a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL. (ii)Super Ductile (SD) TMT reinforcement bars.\n	item39	10.44	Qtl
41	32	POLYHOUSE	item40
42	33	EXCAVATION : 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. (A) Up to a depth of 2.00m below the existing ground level.(a) In ordinary soil	item41	12.87	Cum
43	34	FILLING : 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. (c) With river sand or silt (predominantly non plastic) by truck carriage including loading and unloading.	item42	38.25	Cum
44	35	SOLING : 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. (a) Brick on flat soling.	item43	117.65	Sqm
45	36	PCC : 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). (a) In prop 1cement: 3 sand :6 coarse aggregate by volume	item44	10.74	Cum
46	37	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:	item45
47	37.1	Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc. (b) Using 25mm thick plank.	item46	21.9	Sqm
48	37.2	Sides of tie beams, grade beams etc. at or below ground level. (b) Using 25mm thick plank	item47	28.65	Sqm
49	38	REINFORCEMENT: 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. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate). a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL. (ii)Super Ductile (SD) TMT reinforcement bars.	item48	5.75	Qtnl
50	39	REINFORCED CEMENT CONCRETE WORKS : 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). (I) Using Mixer Machine. (A) In substructure up to plinth level. Foundation, 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.N) Without using admixture, plasticiser. b) M20 grade concrete or Prop. 1:1.5:3.	item49	7.57	Cum
51	40	BRICKWORK : Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed. (I) In Sub-structure upto plinth level including dewatering if necessary.(b) In proportion 1:4.	item50	3.39	Cum
52	41	Green UV Polythin	item51	99.62	Sqm
53	42	UV Net	item52	198	Sqm
54	43	Cost of Frame Structure ( REFER DRAWING)	item53	18.37	Qntl
55	44	Labour Cost 30% COST of material and all necessary components	item54
56	45	LABOUR HOUSE	item55
57	46	Ground floor (Assam type)	item56	12.43	Sqm
58	47	SEPTIC TANK : Supplying and placing ferrocement septic tanks of rectangular shape in to pit with manhole cover with cleaning arrangement over single brick flat soling and 75mm 1:3:6 P.C.C. Baffle wall, inlet and outlet etc are provided at suitable points complete as directed. 10 Users	item57	1	Each
59	48	Providing fitting and fixing vitreous water closet squatting pan (Indian type W.C Orissa pattern) with all fittings and fixtures complete including cutting and making good to the walls and floors whereever required. (Flushing Cistern to be paid separately). Indian type W.C Orissa pattern of size 580 x 440 mm. a) White. i) Parryware make.	item58	1	Each
60	49	Pipe & others	item59
61	50	Orchid House	item60
62	51	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. (A) Up to a depth of 2.00m below the existing ground level.(a) In ordinary soil.	item61	7.59	Cum
63	52	FILLING: 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. (c) With river sand or silt (predominantly non plastic) by truck carriage including loading and unloading.	item62	24	Cum
64	53	SOLING: 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. (a) Brick on flat soling.	item63	50.71	Sqm
65	54	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). (a) In prop 1cement: 3 sand :6 coarse aggregate by volume.	item64	8.36	Cum
66	55	FORMWORK: 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:	item65
67	56	Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc. (b) Using 25mm thick plank	item66	13.14	Sqm
68	57	Sides of tie beams, grade beams etc. at or below ground level (b) Using 25mm thick plank	item67	17.55	Sqm
69	58	REINFORCEMENT: 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.(No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate). a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL.(ii)Super Ductile (SD) TMT reinforcement bars.	item68	3.93	Qntl
70	59	REINFORCED CEMENT CONCRETE WORKS: 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) . (I) Using Mixer Machine. (A) In substructure up to plinth level.Foundation, 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.N) Without using admixture, plasticiser. b) M20 grade concrete or Prop. 1:1.5:3	item69	4.59	Cum
71	60	Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed. (I) In Sub-structure upto plinth level including dewatering if necessary. (b) In proportion 1:4.	item70	2.48	Cum
72	61	Green UV Polythin	item71	66.32	Sqm
73	62	UV Net	item72	104	Sqm
74	63	Cost of Frame Structure ( REFER DRAWING)	item73	11.75	Qntl
75	64	Labour Cost 30% COST of material and all necessary components	item74
76	65	GREEN HOUSE	item75
77	66	EXCAVATION: 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. (A) Up to a depth of 2.00m below the existing ground level.(a) In ordinary soil.	item76	13.71	Cum
78	67	FILLING: 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.(c) With river sand or silt (predominantly non plastic) by truck carriage including loading and unloading.	item77	45	Cum
79	68	SOILING: 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.(a) Brick on flat soling.	item78	120.45	Sqm
80	69	PCC: 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).(a) In prop 1cement: 3 sand :6 coarse aggregate by volume.	item79	13.65	Cum
81	70	FORMWORK : 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:	item80
82	70.1	Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc.(b) Using 25mm thick plank.	item81	21.9	Sqm
83	70.2	Sides of tie beams, grade beams etc. at or below ground level.(b) Using 25mm thick plank.	item82	37.05	Sqm
84	71	REINFORCEMENT: 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.(No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) .a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL.(ii)Super Ductile (SD) TMT reinforcement bars.	item83	7	Qntl
85	72	REINFORCED CEMENT CONCRETE WORKS: 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). (I) Using Mixer Machine. (A) In substructure up to plinth level.Foundation, 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.N) Without using admixture, plasticiserb) M20 grade concrete or Prop. 1:1.5:3.	item84	8.62	Cum
86	73	BRICKWORK: Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed. (I) In Sub-structure upto plinth level including dewatering if necessary. (b) In proportion 1:4.	item85	4.81	Cum
87	74	Green UV Polythin	item86	117.2	Sqm
88	75	UV Net	item87	225	Sqm
89	76	Cost of Frame Structure ( REFER DRAWING)	item88	21.62	Qntl
90	77	Labour Cost 30% COST of material and all necessary components	item89
91	78	SIGN BOARD	item90
92	79	Providing, fitting and fixing M.S. grill of required pattern for windows/ clerestory windows/ openingwith M.S. flats at required spacing in frame all round, squre or round M.S. bars with round headed bolts and nuts or screws. I . Plain grill. (b) Fixed to steel frames.	item91	222.79	Kg
93	80	Concrete, painting etc	item92

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Construction Of Botanical Garden At Haldhibari Complex Of Bodoland University , Debargaon , Kokrajhar, Bodoland University Kokrajhar-Assam

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